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Home My WebLink About343 Appaloosa Ct - BR23-002910 - SFRPERMIT ADDRESS J%Aj--A, M% a% 101t.- t Ak I CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR SUBDIVISION 9--uw, Aft ^-- '. - PERMIT # ' ADATE PERMIT DESCRIPTION e PERMIT VALUATION SQUARE FOOTAGE 3 ` MECHANICAL CONTRACTOR PLUMBING CONTRACTOR 0 d MISCELLANEOUS CONTRACTOR H PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 343 APPALOOSA CT for which permit 03-00002910 has heretofore been issued on 10/08/03 has been completed according to plans and specifications filed in the office of the Bui ing Official pr or to the issuance of said building permit, to wit as complies with all the building, plumbing, electricalelectricalrjzoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL DATE BUILDING: FIRE: Finaled cilo C , Inspected ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage J- a3-olk Maintenance Bond PUBLIC WORKS: Street Name Signs^;- oy Storm Sewer Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE Sewer Lines In Sewer Tap Street Paved lv Street Lights Driveway FEES PAID DATE AMOUNT 11/ 18/03 12/ 11/03 10/ 08/03 12/ 15/03 11/ 03/03 10/ 08/03 10/ 08/03 10/ 08/03 20. 00 20. 00 10. 00 10. 00 10. 00 10. 00 59. 27 54. 00 Yes No APPROVAL CERTIFICATE OF OCCUPANCY PAGE: 2COMPLETION This is to certify that the building located at343APPALOOSACT whilh o ; uJ-oo002910 has heretofore been issued on 10/pg 03hasbeencompleted according to plans and specifications filed in tofficeoftheBuildingOfficialpriortotheissuanceofsaidbuildingpermit, to wit as building,-ti' -a o complies with all theplumbing, electrical, O zoninordinancesoftheCitof 9 and subdivision regulationsregulations. Y Sanford and with the provisions of these STAFF APPROVAL Subdivision Regulations Apply: 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS'TAX FEE bl-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 10/08/03 279.6110/08/03 91.9310/08/03 17.34 10/08/03 847.00 10/08/03 17.34 10/08/03 1384.00 10/08/03 650.00 10/08/03 1700.00 Yes No 40R:.- N BUILDING IAL / DATE lO 3-7lo qCo CERTIFCATE OF OCCUPANCY Q al REQUEST FOR FINAL INSPECTION w SINGLE FAMILY RESIDENCE**** DATE: Oy PERMIT #: v ADDRESS: CONTRACTOR: PHONE #: 1C`1- 8 3 a - y 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 0 Engineering 0 Fire C-, 1 P ublic Works ` OZoning \ N 0Utilities Licensing T\ \ q4, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) rs f CERTIFCATE OF OCCUPAN i W Y REQUEST FOR FINAL INSPEC4I0N SINGLE FAMILY RESIDENCEtg* , DATE: t PERMIT #: \ r ° o ADDRESS: ` °' °' W ' i O , O 1 V CL CONTRACTOR: PHONE #: y`1- 83 a - 'A 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works i Zoning , \ Licensing \ CONDITIONS: (TO BI& OMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: v ADDRESS: 'A 2--, CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. - Engineering _ 0 Fire n ` OPublic Works ozoning ( Utilities OLicensing T\ \ yA, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME D.R. HORTON Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number343APPALOOSACOURT CITY STATE ZIP CODESANFORDFL32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 104, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): IY' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATESEMINOLECOUNTY1W294SEMINOLEFLORIDA B4. MAPANDPANEL of th B B7, FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202940045 E 4117195 4/17/95 A 24.6 B10 Indigt fheesource a ase Flood FJevalion (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 0 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction DraWings' Building Under Construction' ® Finished Construction A new Elevation Certificate will berequired when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from thedatum used for the BFE in Section B, convert the datum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area ofSectionDorSectionG, as appropriate, todocument the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appearon the FIRM? 0 Yes ® No I— o a) Top of bottom floor (including basement or enclosure) 29. 2 ft.(m) o b) Top ofnext higher floor 38. 4ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 28. 7 ft(m) a00 o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) 28.6 ft(m) aM o f) Lowest adjacent (finished) grade (LAG) 27.5 fL(m) Z o o g) Highest adjacent (finished) grade (HAG) 28. 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 f . above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3 h 0 in ( crn) sq. . sq. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. IcertifythattheinformationinSectionsA, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR. LICENSE NUMBER: 4928 Ilk n N TITLE: PROFESSIONAL LAND SURVEYOR &MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADD, SS CITY STATE ZIP CODE 320E. 0 STRIft, JTE180 ORLANDO FL 32803 DATE TELEPHONE P1Ik 2110/04 (407) 426-7979 V V 01( FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding inforrnatlon from Section A Falnsuranoe Company Use BUILDING STREET ADDRESS (Including Apt, Unit Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 343 APPALOOSA COURT , Cm' STATE ZIP CODE Company NAIC Number SANFORD R. 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information foraLOMA orLOMR-F, Section C must be completed. El. Buildng Diagram Number _(Select the building diagram most similar to the buildingforwhich this certificate is being completed — seepages 6 and 7. ffno diagrarn accurately rep esents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (including basement orenclosure) of the buildup is _ ft(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. ForBuilding Diagrams6-8 with openings (seepage 7), the next higherfloor or elevated floor (elevation b) of thebulling is _ ft(m) _in.(orn) above the highest adjaoent grade. Complete items C3.h and C3.I on front ofform. E4. The top of the platform of machinery and/orequipment servicing the building is _ ft(m) In cm above or below (check on the highest adjacent grade. (Use natural grade, tf available). E5. For Zone AO only: If noflood depth number is available, isthe top of thebottomfloor elevated in accordancewith thecommunity's floodplain management ordnanoe? Yes No Unknown. The local official must certify this Infomation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.ionly), and Efor Zone A (without a FEMAassued orwrimunity- issued BFE) orZone AO must sign here. The stater a in Sections A Q G and Earecorrect to the hestofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable ilem(s) and sign below. G1. The information in Section C was taken from other documentation thathas been signed and embossed by a fioensed surveyor, engineer, or arcinited who is authorized by state orlocal law to certify elevation information. (indicate the source and date of the elevation data in the Cornments area below.) G2. A community official completed Section E for abuilding located in Zone A (without a FEMA4ssuued orcommunity4ssued BFE) or Zone AO. G3. The fdlowing information (Items G4•G9) is provided foroommunity floodplain management purposes. G7. This permit has been issued for-. New Construction Substantial improvement G8. Elevation of as -built lowest floor (including basement) of the buildinng is: _. _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ IL(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT .OF .SURVEY DESCRIPTION: (AS FURNISHED) LOT 104, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE RP N90•000o'W PI CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 25.00' I i 11 LOT 103 30' I GRAPHIC SCALE 1 I^ 4 I 0 15 30 1 3 S89.41'11 "E 121.93' 2 ' qA 0 "' 0 1 , LOT 104 I n IU6aA/C PADol53.0' 1'•'''%'::.:,may": o,,w. ..m.3'. in 1 lz LIJ n a.l.. ,.>'_:•a'•.up,' TWO STORY Q OI- it, I 2.3' CONCRETE BLOCK q. ¢ I 3 COVERED : k WOOD FRAME ' w 0 i LI7 Q1- U S0u W .•; . I O ENTRY RESIDENCE W 00 0FIuiIOw I ;,, FINISH FLOOR 6.0' ¢ I Z .-- O VOQ¢ I 1 ;^2.3' ELEVATION=29.24o, or\ LLl j a Q 1- "' O . 0 0 JF- N d- 0 of0 0 25.5' 53.0' 1 40.1' z Of mQZI0 ..^', 0 ,.':: i J 1 z .>:x I 1 I I W O Ln 25.00'N89*41'11"W 121,52' Y O I mn I I I II I 1 I I LOT IO5 03IZ1 J O1ZX Z = U I U PI CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-7-04. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M• COMMUNITY PANEL NO 120294 0045 E DATED 4-17-95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 104 AS BEING S00'18'49•'W PER PLAT. FIELD DATE:) 10-16-03 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM42408 FINAL 2-7-04 CKB FORMBOARD 10/31/03 CKB DRAWN BY: PLOT PLAN 08/27/03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC LB #6393 (02/07/04) RIGHT OF WAY LINE 29. 4 EXISTING ELEVATION 0 FND 1/2_ IRON ROD AND CAPLB #6393 (02/07/04) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE PER PLAT PI DENOTES POINT OF INTERSECTIONPMEASUREDPRCDENOTESPOINTOFREVERSECURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP A/C TYPICAL AIR CONDITIONERS/wCP SIDEWALK CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH HU OVERHEADUTILITY LINEPKPARKERKALONIDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBR6393320EASTSOUTHSTREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1 HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE`. CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA L-io lkfYV'` '1• w4w FOR THE f FIRM AM- '. MU CATELLO JR. PSM#49 8 DATE CI'1.1' OF SANFORD 1'L•'ltMITAPPLICATION Permit li : OS Z"1 l J /J 1'Da Ie: Job Address: J I n/— lOna I.» fc, Description of Work: historic District: "Zoning: Value of Work: 5 Us Permit Typc: Building Electrical Mechanical Plumbing < Fire Sprinkler/Alarm Nool Electrical: New Service — I/ of AMPS Addition/Alicration Change of Service-fcniporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Rcqtlircd) Z Plunbing/ New Commercial: It of Fixtures II of Water & Sewer Lines It of Gas Lines Plumbing/ New Residential: N of Water Closets I'lunlbing Itepair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: N of Stories: II of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N: n ( Attach Proof of Ownership & Legal Description) Owners Name & Address:}rf J A ArwoNTAGF PLUMBING, ING Contractor. Name & AddreR:0. BOX 620027 OVIEDO, FLORIDA 32762-0027 -State License Ntunber:cr'CJ-'7&C R, . M "' Tra,--riUMBING, INC. Phone & Fax: Contact Person: 1 ' \ C l 1'honc: p n Ianx 620027 Bonding Company: OVIEDO, FLORIDA 32762-0027 Address: 994 Mortgage Lender: Address: Arc hitecdEngisiccr: Address: Phone: Fax: Application is• hcrcby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. Ill:ATERS, TANKS, and Alit CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULTIN YOUR PAYING r TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements q(/Flo da L aw, FS 7i3. Signature of Owner/Agent Date Signature of Contract Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is - Produced ID Personally Known to Me or APPLICATION AI'I'ROVI-D BY: Bldg: Special Conditions: Contractor/Agent is ` Persona [low MART Y. HALL Prodmcal ID WO' a Nblic, Slate of Florida y comm. exp. Feb. 1, 2008 Utiliticb: Cem No. DD 258139 Initial S. Due) (Initial C Date) (Initial & Date) (Initial & Date) Zoning: 5-06-203 7:09AM rRum WNJ.!0"r+-.:1 ... q:f,Yw..w!.1Rr.Y:{!c..,•.nr.., iV" . •t. .. .. CrrV OF SANFORD PERMIT APPLICATION r• Permit Job Address: _ Description of Work: rct vt, I-fisforic District: Znni4R Value of Work: 5 F'irc Spnnkler/Alarm Pool _ Permit Type: Building.__ Elcunical . Mechanical Plumbing __ f — Ternporluy Polc5VZUflElecfricltl: New service - a of AMPS t _ Addition/Allcmlion Change of Scrvicc __ 1ttchanical: Residential • Non•Residential Rep)acerncnl New (Duct Layout &Energy Celc.'Kege'Ired) PlumbinV New Commercial: a of Fixturci A ol• Wd[CT & Sewer Lines is of G-as Lines — or Commerc(31 PlumbinrfNew Residential: q of Wa[er Closets.- Plumbitg Repair — Reildenlial Type: Residential Commercial Total Square Footage: Industrial — Construction Type: p of Storiei: Is of Dwelling Units: Flood Zooe: (FE>! form reyuirvd for otner Inns . 1 Attach proof of Ownership IS! Legal Ducripoonj Parcel a: e i-'L 1.uc Owncn Name d: Addra+: IL?11, GC. •7 - 11 • Contract»r Namc Lt Address: Alt f•L ' om_— 3 ,7 L`' State Livurile Noher 1 ii i Z G ake I 1 • .. , Person: C-123211YhouchFax: . - Contact _mac( Bonding Company: ddre.c. - Mortgage Ltndtr. a - Address: ...- Architte VEnsineer: Phone. Fax: AdJress: Applica(ion is hereby made to obtain a permit to do the work and iniullllions is indicated. I certify that no wink or insullsnon has convncnccJ prior to in: issuance or a permit and that all work will be paeet rformodtomslandudsof fill laws regulating wnswc(ion (his j . Hjjtcti EKS, TANKS, and I s<yan- permit must be secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. Hk AIR CONDITIONERS, cte. QWNFR'S AFFIDA V IT: I eemify that all of the foregoing inrormsdon Is accurwx and ddu( all w%" will be done in comphanoe with all aPPlr:oble I.twi rvl;v"t'" construcrion and zoning. WARNfNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN'r MAY RESULI IN YOUR Y.al'I G TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCD4G. CONSULT WITH YOUR L FNDEft OK "N ATTORNEY BEFORERb'C:DWNOYOUR NOTICE OF COMMENCEMENT. rctvrvs Of NOTICE: Inadditiontotherequirementsofthinporrnil. thei m vy headditionalrestrictions applicable to this propcny Uwl ivy be fovno intnc puollc this county, re , and themay beadditionalpermits mquirod fmm other govemmcnul ersnna adch as wAer management Jlsmc u, seer a xgmcie s, or fc ac :,r tk.rnc:ci. AcccPlant:e of permit is vcritleution lh7l I will notify the owner of the property of the rcqusremcnit'r Irlori en Law, Fs 7 G{(. Signaturc of Owncr/Agcnl Ualc - Signillurt of Con R]ctnr,Agc1lt Jal< Print Owncr/Agent's Narnc print Cvnn7ClOr/Agcnt't Na c jiSnaturc o(Nu(a y•. Slai.: of FlnnJa f)atc Signat rc of 'vtai nc nt'}land,utc 1,'vnmclnr/A rN ii _ `' r:nn Llv Known iv Sir •n Lrwncr/Agast is.,_,•— PC,ivnarly Knn%vn u, Mc ur Prnduecn IU PI'l.11 A1'1O\' AYI'I(OV f{I1 fIY'. I11dF:—_._.... 6• .. r (Inaia: Uric) r;i. Dale) (Initial S.,DJtc)•• Marie A. Zettlemoyer CommissionNDD??I? g0, Expires• Jui 15... 13ondcd I' I" e6iila "; Atlannc l3nndn;I: 10-03-203 9:52AM FROM Permit #: 1,90 — Job Address: C'Ty OF SANFORD PEt2AttT APPLICATION Date: Description of Work: Historic District: Zoning: Value of Work: 00 Aew vcrycgq LPermitType: Building Electrical 3 Mechdnical Plumbing Fire Sprird-Jer/Alarm Pool Electrical: New SeM c - # of Ah1PS Addition/Alteration Change of Service TemporaryPole _. Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type; Residential Commercial Industrial Total Square Footage: P. 1 r+^ Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEI1tA form requIred for otucr than X) Parcel d: Ow• neri Name & Address: Attach Proof of Ownership & Legal i Contractor Name & Address: _ /%/a /?G- &/U ff Gf/Lcr 54 , /' , S / ,, -%w O Q=- G % pp //-- / State License Number: Phone &- F:+r: ' - S - O-f...OCohfactPerson: 1. 7oNivy .oOQ v Phone: Bonding Company: Address: iklortesge Lender: _._.-...__..- Address: _.... .. _ Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS. WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify thar all of the foregoing information is accurate and that all work will be done in compliance with all applicahlc laws regulacinS construction andZoning. WARNINGTo OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC)ug PAVIN(i TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGYOURNOTICEOFCOMMENCEMENT. IUiCE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, andtheremaybeadditionalpermitsrequiredfromothergovcmmenml'entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature. of Uwncr/ ARenr - DateSicneturc of Contractor/Aleut Date Print Uwncr/Agent' s Name Print 7 raetor/Agent' s Nat Stgnsture of Notary - State of I•lohda Date +gnaturc ¢' tary-State of u• rVatc ip.r •y, Bonny G Logan c My Commission DD201ii61 Uwncr/Agent is _PersonallyKnowntoMeorContractor/Agent is _AZ11crwrlally Known to Me or an Expires May 17 2W7 Produced ID _ Produced ID _ APPLICATIONAPPROVEDBY: Bldg:_` ` Zoning: Utilities: FD: Inittal & Date) (Initial & Date) (initial & Dute) (initial do Date) Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit # Date: Job Address: C Description of Work: e— Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Po41. _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & j3pergy Cali. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W (Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: ^— Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for wijcr than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: AA WMMFRCE STREET QTTTTF 11 mate License .NumberF VD ili G• D RUBW LAMEPhone& Fax: LAMEMARY FTl1RTIdlAcjjj— P Bonding Company: Address: Nlortgage Lender: Address: ArchitecUEngineer. Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comp ten(:ed prior tit; t17c issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applieahl(: IaW:: re.p.,dxting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM CEMENT MAY RESULT rh YOOR l /•. `i1NG TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING C NSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictio/applicablerope that may be foLnd in thepublic. records of this county, and there may be additional permits required from other governmental entitiesge t districts, state agenrirs, ni frdei nlagencies. Acceptance of permit is verification that I ,ki11 notify the owner of the property of the equien Lap FS 713. DEC 1 ? 2003 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Honda O„ ner/Agent is Produced ID Personalh no,Tt to Me or APPLICAI' ION APPROVED BY: Bldg: Initial & Date,, l7el' al Conditions: Date ure of Coninctor/Agent Date OiwG. DLLLO RUSSO Ai Contract . aeeI me Date ienature of Ko_.-v-State of Honda Date Contractor/Au -.:: i / Personal..' Known to Me or Produces Zoning: Lr.' :: cs. FD: Initial & Date) ( Inwial & Dair r Initial & Date) COUNTY WF 1l1lkOi] MPACT F[[ TAT[MEHT STATEMENT K[MVER 103-/5115 DATE: Di0LDl|4A \'DMIT NUi18 CITY) CGUATy HUMBEK: OMIT ADDRESS: _Qn................................................... lNh\l IC, OH[ _ `' J1jwu%>I(;Tl0N: 6 v i[C: TWP: P G: PARCEL: CU DlVlSIOX: TKACT: PLAT GOU%: PLAT BOOK PAGE: BLOCK: iDT: ONH[R HAM[- ADDRESS: _-__________----- A`PLICANT 1-.!AME: APPLICANT ADDRESS:: _________________________----------------------------------------' LAND USE CA7EC[RY: CO1 - Single Family Detached House TYy[ UWL: kenide//tial WORK DEECRIPTION: Single FamilV House: Detachcd - Construction F[[ BENEFIT RAJE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPF PIST SCHEDULE DESC. UNIT OF UNITS KOADfi ARTERIALS CO -WIDE U dwl unit $ 705.00 1 $ 705.0O RUMDS COLLECTORS KCRTH O dwl unit $ 142.00 1 $ 142.00 LIDRhRY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 001[OL3 CO -WIDE O dwl unit t1,184.00 1 s 1,384.00 AMOUNT DU:-.. $ 2,2a5.00 OTAT[M[NT RLC[lVLD DY: /|r ( 'U//w" SIGNATURE: P|JEAS[ PRINl ~/ NUTE TO RECEIVING SICKATORY/PPPLICANT: FAILURE TO NOTIFY 0WH8A 0HD 1,61*;U!*6[ TIKK'LY PAYMENT MAY RQSU T IN YOUR LIABILITY FOR THE FEE. 11 0I3TRIBUTIOX: 1-COUNTY 3-CITY 2-A['|1.ICAKT 4. COUNT ARIF ADVISED THAT THIS IS A_ STATEMENT OF FEES WATCH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PmmI7. P[|<[')0!4 hl-<[ N-SO ADVISED THAT AMY RIGHTS OF THE A&PLICANT, OR UWNFK, l)l PPP[AL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM IHD/UR EDUCATIONAL (SCHOM IMPACT FEES M]3T BE EXERCISED BY FIiIN(3 A WRITTEN RE[LEST WITHIN 45 CALENDAR DAYS OF 7[E DE[KlVIHG SIGNATURE DATE ABOVE, OUT MOT LATER THAN CENTIFILATE OF OICUPANCY O: U1:C0`A CY. TFE REULEST FOR REVIEW HUST yEET THE RE6UIyENg1T9 OF T||[ COUNTY LAHD DEVELOPMENT COD[. COPIES OF THE RULES GOVERNING A''P[A C MAY 0E PICkED UP, OR RECUES7ED, PROM T|'E PLAN IlTPLElfEXThTlpU O|lFIC[: 1101 LADT FIRST STREET, SA170RD, FLORIDA 327/1; (407) 665-7474. PAYiENT S[[ULD BE MAD[ TO: CITY [F OAPFORD DUIiDl(`KG m0 HOR'T|! .`Awk AVE}K)E SAN]0RD. D. 3?771 PAYKENT SHOULD PE BY CHECK OR MONEY ORDER, PPD SEO[LD T|U SThT[H XT NUMBER AND CITY BUILDING PERMIT NUTIBER AT THT TOP nowT||ln 0ThT[M[NT IS VALlD ONLY IN CONJUACTION WITH ISSUANCE 07 1>111|0*01\11111Sl 6LE FAMILY BUILDING kppc\(ZC,C, THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste Orlando, Florida 32822 102 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05052 PG 1526 CLERK'S # 2003181214 REIXIRDED 10/08/2003 10:55sO9 AM REI.:ORDING FEES 6.00 REClIRI)ED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of proppertyy: Lot(s) 85, 103, 104, 105, and 106 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton&Inc 0 1",_4 o ert awson, istant SecretaryCorporateSea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this LO day of 2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc.aware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICIA N PATRICIA COULTONEARYPUBLICSTATEOFFLORIDACOMMISSIONNO. DD134330COMMISSIONEXP. ULY26,2006 Notary Seal CERTIFIED COPY MARYANNE MOFM CLERK OF CIRCUIT CO R»I SEMIN COUTY lTADEPUTYnpr OCT- 0 8 2M1 CITY OF SANFOkl) PERMIT APPLICATION Permit #: ---) f 6 A ` LJ Date: Job Address: 'jy3 AD 7CO Off `_( (J. Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or ,Commercial '" Occupancy Type: Residential _/ Commercial Industrial Total Square Footage: ' , , 1 't' '3 y ,_ 5j Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel N: Owners Name & Address: Contractor Name & Address: log . l Pel 1, n1 . t -t r-7 Attach Proof of Ownership & Legal Description) Gy Phone: State Licen'. -N Phone & Fax: AC741 e6l C Q\ - AM ontact Person: 1 1 V Phone# Bonding Company: f i Address: i % i im -" e Mortgage Lender: A\1 Address: Architect/Engineer: Phone. Fax:"' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm' s v 'fication tha I will notify the owner of the property of the require SignatuVe of Owner/ - Date Signs Print /Agent's NamPrint Signafure of Notary -State of Florida Date Si>fi COULTON Owner/ Agent Produced APPLICATION APPRO Y: Bldg:-f 1 '2- 6-3 EDB"Zoning: r (initial & Date) Florida Lien Law,,FS 713. of Contractor/Agent N Contractor/ Agent isl ProducedIDUnities: Initial & Date) Date PATRICIA COULTON pR Y lC STATE OF Ft ® 9EM34330 FLORIDA FxI'. IULY26,2000 FD: Initial & Date) (Initial & Date) Special Conditions: S U4_1 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # /0q SUBDIVISION: BAKERS CROSSING ADDRESS ?JAI),Dp(-jc)(-),--c)_ C i , BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS l 2 PLOT PLANS C)J t-Z (a 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Dri ve, 60IeUJ CITY OF SANFORD P.O. 'Box 2847 SANFORD, FL 32772 PHONE !J (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUN"!" (BULL NAME) `_ _` z , o Tv . TYY SERVICI" ADDRESS ;,y t1 c lc rl c C-47S FAX 11 (407) 328-7367 M A I L I N 6 A.D D RI ESS (pZg2 j:A N 1-- rya 1 }' 4 %oz TURN ON DATE SINGLE FAMILY RESIDENCE MULTI - FAMILY RESIDENCE W r Xf; COMMERCIAL Oyti GZG {a E CCTV yr1 WORKi p-+ SSA •f O i SOCIAL nn SECURITY# HOME# OWNER OF PROPERTY_ D,Q - 4Dr-4-p" TnC` , I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. IAGREETOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDEPROPERIDENTIFICAT{ON AND ANY OUTSTANDING CHARGES M PAIDATTHETIME. UST BE WHEN TRANSFERRING. MY DEPOSIT TO ANOTHER SERVICE ADDRESS. (MUST PAY ALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE -FOR MAKING SURE THAT ALL FAUCETS ARE TURNED OFF INTHEHOMEBEFORETESERVICEISESTABLISHED. THE CITY IS NO LIABLE FORDAMAGESCAUSEDBYWATERFAUCETSOROUTLETSLEFTON. I UNDERSTAND H T NON-P YMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; - DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' CUSTOMER# APPLICATIONFEE $ LOCATION# OTHERFEES $ LAST BILL READ TOTAL THIS READ_ CSR DATE_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton and j4- 4(*1+on each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and pUTheBuildingDept. of: C Ii Q S'i,i1 For a residential permit for work to be performed at: Lot # : 10 y 1 = Subdivision: Crass-( V/ Address: 3 1/ And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number W-J5) ture of Contractor F, This foregoing instrument was acknowledged before me this: Date: q ---) -C'•5 By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of Florida County of Orange _ Nota'ty Public Signature a—MCrA PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION F.XP. IULY 26,2006 Notary Seal CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Foundation plan indicating footer sizes for all bearing walls. Provide aide view detailsa. of these footers with reinforcement bar replacement. b. Floor indicating Interior wall partitions and room Identification, planroomdimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used 1n the structure. Bearing non -bearing inter and exterior. Show all components ofwall section. o. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods of9. attachment, placement of handrails and guardrails. h. Square footage table showing footagest S.F. Garages/Carports S.F. aPorch(s)/Entry(s) S.F. Patios) Conditioned structure_R 7—)S.F. 3. Total (Gross Area) -7 ` S.F. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: R. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor perailt when trees to be removed from property. Contact th6 City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Llntel- tic beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10, Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical flnal and plumbing final 14. Building final . 15. Other DATE --a IOXIOT SIGNATURE By Owner r Authorized enQ A7X ' Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number PUCHASERS NAME AND ADDRESS Name •R-. 'p Addresses Clty/State/Zip_CzL,Ntizt0, 1:1 37 3ZZ Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount 4 QI"i First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email NOTIFICATION STICKER LOCATED: x - 2g;gM . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will. warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLG0 ;7HE RELATyIIONSHIP OF THE PARTIES, Apex Representative Signature Date Customer or Ag nt Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: i. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as approprlate; and4. during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. ThePretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandcondltt nsnofithisagreementfor the fifth year, aner quarter (3mo period) payable on or before the end of the previous monitoring period. After per year. d each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) battedfreefromanyfactorscontributingtoinfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water. underpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify. Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under' thearea(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroying InsectInfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotalter,the Customers responsibility under this paragraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY IM ANY LIEEXPRESS OR IMPLIED; MERCHANTABILITY, FITNESSFORAPARTICULARPURPOSE, OR W ARRAINTES. OF FURTHER, COMPANYHASMADENOSTYOFWORKMANLIKESERVICE. SERVICE PROVIDEDHEREUNDERTHANCREATEDACORAMOUNTEDTORPRONUSERELATINGTOTHEPRODUCTORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceedingREXPRESS WARRANTY, negligence, torts, personalinjury, death, violation of any statute, rule, or regutr lation, loss er use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, g Apex for event shall Apex be liable for any amount greater that amount paidiuby the Cueble, or sP,6clal damages if any t Apex for the service to b nd, and in no. - e performed. K SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspeciflcreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as ' Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco.or.lts representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite pr'otectlon or discontinuing the relationshlp(notet Conventlonal "liquid barrier" method of termite control may not offer an effective means of controlling' certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective dlfferent.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and: (S)retrleve, or advise Do}vElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initlal Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of balt(ng equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing -of the events listed above may vold this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materlals, stokes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termlte damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arlsing hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fotcommercialarbltratlonoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' thtprovisionsoftheUniformArbitrationActasInforceintheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Thtproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wllbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbltratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties anynootherrepresentationsofstatementswillbebindingontheparties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderifApexdetermines, In Its sole discretion, that It is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the ldentiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective -date. After thinitlal12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex wlthlnthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792407.459-2847 407-8S8.0540 Tampa, FL 33510 800-929.2847 888.764.2847 813.221.2847 877.459.2847 PLOT PLAN DESCRIPTION: • (AS FURNISHED) LOT 104, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 104 CONTAINS 9129 SOUARE FEET t THIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 748 SO. FT. t TOTAL SOD 6274 SO. FT. t i LOT 103 I I 121.93' Imo' S89'41'11 "E O p O p Lo O O 0 Z 1 25.00' 1 I 1 I o; 1 Z I ao yZ1Va PREPARED FOR: ' DR HORTON Pi BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 10' SIDE STREET: 15' 1"= 30' GRAPHIC SCALE 0 15 30 LLI s3.o' Y" r o Z Q a ao r'OfV I 2q: ,• q P n nw"Wo 1 o a i W w Q 11 2.3 pC N W G0Wxa 1p W p 0 V LLJ a o 0OTW croz-W i A p J 1— J = i L() d J V) O 0 3' 53.0' 40.1' J p L d In I1I N89'41'11 IV 121.52' I 1 I I LOT 105 11. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120180 0120 E DATED 12-6-00 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 104 AS BEING S00'18*49"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ PLANS REVIEWED rITY OF SANFORD LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINE X% PCC POINT OF COMPOUND CURVATUREPROPOSEDELEVATIONPOCPOINTONCURVE PROPOSED DRAINAGE FLOW ORPD OFFICIAL RECORD PLANNED DEVELOPMENT CONCRETE a DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARINGLSLANDSURVEYORPCDENOTESPOINTOFCURVATUREPRMPERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTIONPCPPERMANENTCONTROLPOINTPRCDENOTESPOINTOFREVERSECURVATUREP) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUSCPCONCRETEPADCSCONCRETE SLAB PB PLAT BOOK C CHORD LENGTHPGSPAGESR/W RICHT-OF-WAYS0. FT. SOUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB N0. ASM42408 DRAWN BY: G%ASM421ASM42408.dwq. 8/262= M.00AM PLAN 08/27/03 SOO AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 VID M. FOR THE DATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on aacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Irsurarnce Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS Qnduciing Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX3LLJXXXXAPPALOOSACOURT CITY STATE ZIP CODE SANFORD FL Company NAIC Number PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 104, BAKERS CROSSING, PHASE2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 9 necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): tt' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIPCOMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE SEMINOLE COUNTY 120189 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zane AO, use depth of Ilood'rrng) 1201890120 E 4/17/95 4117)95 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction' Finished Construction A new Elevation Certificate will be required when oonstnrction of the building is complete. C2. Building Diagram Number 1(Selectthe building diagram most similar to the building for which thiscertificate is bang oompleted - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), Aft, ARIA, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Show field measumments and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 0 fL(m) d o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A . ft (m) o o d) Attached garage (top of slab) WA. ft(m) w , oe) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) NIA. ft (m) E o f) Lowest adjacent (finished) grade (LAG) WA . R(m) Z' kn o g) Highest adjacent (finished) grade (HAG) NIA. ft (m) d o h) No. of permanent opening (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) HIM SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 M TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STkEEh AE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 914M ( 407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use - BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE ANDBOX NO. Poky Number XXXX APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for —which this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8with openings (seepage 7), the next higher floor orelevated floor (elevation b) of thebuilding is _ fL(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in acoordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E forZane A (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best ofmy 1mowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by lawor ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local lawto oertify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G7. This permit has been issued for New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft(m) Datum: G9. BFE or (n Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION:' (AS FURNISHED) LOT 104, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 104 CONTAINS 9129 SOUARE FEET t THIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 748 SO. FT. t TOTAL SOD 6274 SO. FT. t P N_90'00'00 W AN 25.00' 1 I I I 1 I Z' W II WW 1 1 N 1 W 11 o J O O_ n O OUQ3I!0 O_ O N o I^ u)O OU6 I OQ Z Q Of of a $IQ I N9ono_oo"w z5.0o' - - 1 I I I I o31WI p yZI1; a PREPARED FOR: ' DR HORTON PI BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 10' SIDE STREET: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. i 25.5' — i i I1I THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120180 0120 E DATED 12-6-00 AND FOUND TIiEA$UBJECT RROP@RLTY AP RSy,ITO LIIE •11V ZONE A. AREoi;rTHIN I'Q'O Y.EfARTFLiOOD"PLAIN I BEARINGS SHOWN HEREON ARE BASED ON ITHEEASTERLYLINEOFLOT104AS BEING S00'18'49"W PER PLAT. FIELD DATE:) 'REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ LOT 103 1 " = 30' 121.93' GRAPHIC SCALE S89'41'11 "E 20- 0 15 30 I a I W 53.0' a1111 O 1 W P r,O" 00 8 WW I IZ WQ 1..1.. 2. 3 NO 0 OJ=Q O v a I W l^ O LL 24 O. i4w Qi O j 56. 00' r'0' i 0C co S' 53.0' 40. 1' J O LLI Lr) 1 I1IC Ln n I N89' 41'11 "W 1 121. 52' LOT 105 1TY OF S, EKED NF* LEGEND BUILDING SETBACK LINE MLW CENTERLINE POD RIGHT OF WAY LINE POL X PROPOSED ELEVATION PCC POC PROPOSED DRAINAGE FLOW OR PDCONCRETE 6 L LB LAND SURVEYING BUSINESS C B LSLANDSURVEYORPCPRMPERMANENTREFERENCEMONUMENTPIPCPPERMANENTCONTROLPOINTPRCP) PER PLAT PT M) MEASURED TYP CALC) CALCULATED ABC FND FOUND CBW C/ W CONCRETE WALK RP SWSIDEWALKRCONCRETE CS PBPLATBOOKPADCPCsPAGESR/W SO. FT. SOUARE FEET MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS PONI RADIUS CONCRETESLAB CHORD LENGTH RICH T-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM42408 DRAWN BY: G: VISM4aASM42408.dwM 8I2aWM 898AD AM PLAN AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBS6393 320 EAST SOUTH STREET. SUITE 180 ORLANDO, FLORIDA 32801 ( 407) 426-7979 VID M. DeFILIPPO FOR THE DATE A MIAMI.OAOE PRODUCT CONTROL NOTICE Or ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 NIIANII-DADS COUNTY, FLORIC METRO-DADE FLAGLER BUILDD 13UILDINC CODE COMPLIANCE OFFI+ W ('RO-DAM FLAGLFA WIMP 140 wl?S't' rt.AGtnt S'rRIiL`r, surd: IG M(AMI, FLOMDA 33130.1 ` 305) 375-2901 FAX (305) 375.25 owrlL%ccol(1.Ic1:HSINc al:crtt 303) 373.2527 I:AX (3U5) 37S•:: INTILWI,olt 3us) 373.2966 I -AN (303) 373 I*uonu(: r coN'ruot. m vi,l. 303) 37s-2902 I't X (3ns) 372-6 Your application for Notice of Acceptance (NOA) of Eutergy G-S S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Oftice (BCCO) underthe conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend i use of such product or material inimediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin, Cede. The expense of such testing will b:° incurred by the manufacturer. c-- ACCEPTANCE NO.: 01-0314.2i EXPI RES: 04/02/2006 Raw twanguez Chief Product Control Division THIS ISTHE COVERSHEET SEE ADDITIONAL PAGES FORS PEC_IFICA_ND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CO'IN11TTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. rt)"PROVED: 06,'05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code' Compliance Of'fic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE ON ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chaptcr 23 not exceed the Design Pressurc Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets I through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units slial! include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that the ang'.c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installcd.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance vill the approved drawings. 4.2 Hurricane protection system (shutters): the intiallation of this unit will require a hum, b otcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERiMIT.REQUIREiIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ofthc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Manu 1 Icrcz, P.E. Product Co ro Exam. Product Control Division Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OFACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceplar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in (lie materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and sliall be available for inspection at (lie job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTIIIS ACCEl "'ANCE Manu Perez, P.E., Product Cont r cam nrnrli, r 0 rrnl r);v;c;nn Glazed Units FIBERGLASS DOORS 6'8" Height — Inswing r•Singles X wid1h)r 2'0" r COP-WL-MA0141-02 I. t• 1 1 02-0419.08 Application Filed) 52.0 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO j I 11117min—MMMI 2'8" + 1'0" malsoniter COP-WL-MA0143-02 I.r I 02-0419.08 Application Filed) 1' t 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 1'0' 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 I NO I r 1'0"+2'10"+'IT 17 + 2'8" + 1'2" l'0" + 2'8" + 1'0" i'G" - 3'0" + 1'0" 17' + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10'* + 2'10" + 2'10" 3'0' + 3'0" + 3'0" xx, oxxo 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO I 2'8" + 2'8" 2'1C" - 2'10" 3'0" . 3'0" 2.6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2.8" + 2'8" * 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 3'0" + 3'0- + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from Isle Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w:r v.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, L? & PAK . U Oak raft ARC EW Cii.n"[; r.s.+..n rnr 1100w1 D"a, Aad29 2001 M a s o n i t e I n t e r n a t I o n a I Corporation01tonenw'7 ar.p.mn or a. a:c[1 n1o1o.rn,cm n.vrr +ou I.C)t .n. or'gn mo o.oaou a[Lnl :uLrca 10 03) w4Uout n4ticc Clued Units x X0. OX. OXO XX, OXXO COP-wL-MAOI DO.02 FIBERGLASS DOORS 6'8" I'Ieight — Outswing TO" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6' 2'8" 2'10 3'0" TV Not Listed Not Listed MultiplesrMasoniteInal 2'8" + 1'0' COP-WL-MA0163.02 Miami -Dade 8CCO 02-0418.03 Application Filed) r• , 1.ct I 55.0 NO 2'8" . 17' 2'13*' + 1'0" 2'10" + IT' 3.G.. 3'0" + 17' 17 + 2'8" + 17 COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO i 1'0' + 2'10" + 1'0" 1'2" + 2'8' + 1'2" 1'0" + 2'8" + 1'0" l'O" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0' + 1'2" 2'6" , 2,6" _ 2'6" 2'8" + 2'8" + 2'8'* 2'1G +210"+21G' 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + TO" + 3'0" NotC: 1. Cccr a. rangements using fewer panels than wila! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite 1n!arnalional website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design S geographic loc2tion is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. l , Oak raft ART®-K"' All 11.11V 000R1 It.. i...•1 HwiI.,. Fn.rt Gam: 9 r i:. 7IXi2 Masonite InternatiOndl Corporatla•. Om;canm.n noqum of pot n+++orwmum moor: soeourwons. otvVn ma Drol.tl n n ;e`.i: q to :>t nye ..nnoln roncr. Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 NOX 2'0" 2'6" 2'8" 210 TO" 3'6" Not Listed Not Listed Arrangement X3. OX, C"X0 Multiples r 2'8" + 1'0" r COP-WL-MA0148-02 I.r• OCCO 02.0423.01 Application Filed) DP Rating 40.0 Impact NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 37+17' COP-WL-MA0149-02 02.0423.01 Application Filed) 40.0 NO I L"0" - 2.10" i 1'0" 17 + 2'8" + 1'2" t 1'0' + 2'8" + 1'0" 17 + TO" + 1'O" 1'2" + 2'l0' + 1'2" 17' + TO" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10 * + 2'10" j XX, OXXO 2'8" + 2:3" COP-WL-MA0147.02 02-0423.01 Application Filed) 40.0 NO 2'6' + 2'8" 2'10" + 2:10" TO" + TO" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 11. Door arrangements usir:g fewer panels tean what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:> are available from. the Masonite InWrtational website (www.masonite.com) or from the technical center. 3. !r.s12:'3:ion ins!re: tio^s art 3v3il3:e fromt the t•fasonile Internalicnal website (www.masonite.com) or from the technical center. 4. Acluzi rl_s cn pressure requi:ament for a specific cuild:ng design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or I,)cal euiloing codes specify the edition required. 5. Masonite International structural, cyclic, air, waler, forced entry/or Impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak.,raf•f ARTEW II• Z 4v , n V rc:':n et v,a:un .rt.p,o.rnrm 1'ot! sprbb; y-r, Crsgn :.I', 0 1&6' Or ...... 0-1'7"'Z"i&1-" Masonite International Corporation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing 1'Singles X 2'0" Masonile[ COP-WL-MA0166-02 rl r 02-0423.03 Application Filed) r• [ 47.0 T. NO 2.6" 2'8" 2' 10" 3'0" 3'6" Not Listed Listed, X0. OX, OXO width) 2'8" + 17 COP-WL-MA0168-02 02-0423.03 Application Filed) r• 1 47.0 1 1 NO 2'8" + IT" 2'10" + 1'0" 2'10" + 17 37 + 17 3'0" + 17 17 + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2' 10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available Irom the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oakcraff III 1. Iur.•1 000 AR EK" Nu.[.— 1!r[Nu [ D. V IS r N'1' N Y N \ e/I Ci% V Adr1 29. 2002 W [on. " drodl)m of Prod- ITdro. T I[S SpKdi[JlionS. d[Sq. J"d o,o , M dS O n l [ e International Corpora [ i o n d"l> ,.0,1 l 10 [Nnp[ "il..W .1- Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X 2.0" Masonille Inlernallionall COP-WL-MA0101-02 r 01.1031.01 r 76.0 NO 2.6" 2'8" 2'10 3'0" 3'6" Not Listed Not Listed 2'8" + 1'0" COP-WL-MA0103-02 Miami -Bade : r 02-0109.10 Application Filed) UP Rating 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 37 + 17 3'0" + 1'2" X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. Oak raft lt•rur•.I AR EK'" (. r lni,Nfl, A,1S t; N'1'NY GOONS Ibnl•.a..")IwN.. 1•..r 0.".. nnre 29. 2001 Masonite International Corporation Out (.-m-0 DIOQr)m 010r0dvO 0r 90 n0 wo., Otl)il fuDN(110 CD)n0t "nO0u1 n01Kt Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Singles X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2.8" 2'10" 3'0" TV Not Listed Not Listed X0. OX. OXO 2'8" + 1'0" COP-WL-MA0123-02 r.d: r 02-0109.09 Application Filed) r 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, stale or local building codes specify the edition required. 5. Masonite International structural. cyclic. air. water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. Oak raff ARk EK'" l..,".,..."." 1•Nl:Nf. 1..5.5 f: N'1' Y•nOON{ WPu l.nr)Oow• J /////J dr+19,2002 Masonite International Corporation 0. commump w00nm of drddW +ndra ,,, m+lcs fD<cdtn Om. dcs.0n !nd V,W.1 oru+)"oleo is 0^1 .~ M1- Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0. OX, OXO 2'8" + 1'0" COP-WL-MA0108-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 37 + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" 37 + TO" + TO" XX. OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2.8" + 2.6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural. cyclic, air, water. forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oakgraff AR EK'" t••••E""10"w D"?9_T002 U"r tOm nuMp DrODrim 0, Dr00K, mDrOrtmM, msltt tDtt IKs,Mt 0ttq" anD 000uti Masonite International Corpor alion all", 10'tn'0 tnm0t _mw now Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Singles X 2'0" COP-WL-MA0126-O2 02-0109.07 Application Filed) 70.0 NO 2.6" 2.8" 2' 10" TO" 3'6" Not Listed Not Listed X0. OX. OXO 2'8" + 1'D" COP-WL-MA0128-02 Dade OCCO 02-0109.07 Application Filed) CIP Rating 55.0 r. NO 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MAO129.02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 37 + 17 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2.8" 2'10" + 2'10" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural. cyclic. air. water• forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 PA2O2 & PA2O3. Oak raft AR O EK'" r ii...C.."t A0I+79. 7007 Masonite International Corporation Ou, co.,..n o.o9- 01 o.oa" .nmo.aanu m»re soecrt a"+. Onq" "a a.oa.2r arun worn w cnao0r ..nnom "m X Unit 6' TYP. A I. UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and A10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 Apra29 2002 Masonite international Corporation Our con--Q o10012m 01 u•oaun J 010cmcnl m ktS SM-11c W%. Ottgn Jn0 P,.d I Ob^, 10 (—v —h..1 n01K1 XO or OX ' "' ' Unit I SINGLE DOOR WITH 1 SIDELITE 6' 6• CL TYP. TYP. TYP. TYP. UT 6'8• UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" tong screws per location. Rought I t t 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t It t ,t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16"Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. in FIu1129 ?537 Ma(onite International Co(po(at on 0, .mn.,.. 0V0uin W 0, O0eU ^"JO.rmon m,(eb tuttd.(.Igm 3-0n Jn0 J'X10 C-1 S'DIMI 10 (nln0f —0.1 n01'(G Ox0 , t I I I Jl Unit ' SINGLE DOOR WITH 2 SIDELITES Hs• TYP. TYP. CL TYP. TYP. UNIT 8V UNIT 15/16• 17-1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require Iwo 2.1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t r f f I t V r r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include a8 and q10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. on Apni 29 2002 MaJonite International Corporation Uu (0• .. .l I I.. uU. .. .r n I n uh l i un. Of)nJn JnC u uOuflJOt'IJI SULItCI Ii :'uvJt +On0u1 nu141' oxxo MID-WL-MA0005-02Unit DOUBLE DOOR WITH 2 SIDELITES b Cl n'P TYP. 3 TVP.ITYP. TYF I II II I II II I II Il l 6'8' 13- T T T I Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. Rough rl t Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. in APO29 2002 nnaionite international Colnorallo Uul Con1 v M M,d of .dun -0.tlll n, —a ,, lDKd- 1. d 'trend O.Oduo a"'.lfuo^l .o (" 1Mt --1 lro 1 XX Glazed Inswing Unit APPROVED ARRANGEMENT: 4 ii%%oaf F v Q t s. O COP•WL•MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door Maximum unit site • 67 x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state orlocal building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 ° 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 ° 00 00 00 0o 00 0o 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass W may also be usea in the lollowing door style: Eyebrow 5-panel wilh scroll. Oak raft AR k EK' I IULN(:LA\) L',`i M1UOONI i—T..,,,,.F«r 1w D. April 29. 2002 Oa. r D• Masonite International Corporation Om [ oauw MWobum or o.odun ^D'Ov[mrDl mlltt tDttdi,,i, S. no o,ciaw Drug suDirn to rn npe a mom rrolar XXCOP-WL-MA0142-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r 0a'` S e 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EK" 1 lur, w..ln.? LNIMI U N.M. wmA.w.1rM•pul••", Omn April 29. 2002 fur cOm .g pOQ.lm 0 0,00 v -D.O+ .. m)[S SOKOrcs190S. us o, lm1 Dr00ucl u0ed wDien rD 021 """o .1- Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit site - 6'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beef) followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 °® 0000 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 M N ° 13 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass :n may also be used in file following door style: Eyebrow 5-panel vnth soon Oak riff AR k EK'- t.,.rD r , .•r n c 0inn, pi.r..p Or•'r M,Un.iea ..p.. w.. yr :(•..//.,b;. Apn129. 2002 Masonite International Corpor tt ion Ih com.n„; rov n or r000vu mo•o.<n.cm nw es sonartnons, acvun n.a rnrou nrrlu 1 Lir:l iC :'unyf wun0ul n014< XO or OX ri • ' I I Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 . 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AROEK" Apul 29. 2002 Ow wm wrq A.o4.+m or woaucr +*ono+emrm m+,<s socarcnons. Arsgn +rM D,000O fin++s.rtn io rn+nor «nno,n w,rc Masonile International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 7. 0 cr se;t . • il r? O F.s1 COP-WL•MA0144.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size - 9'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-nalional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 aoo 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o o0 00 El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R7L. 23 RrL. 24 RrL 107 Series108 Series 304 Series Series' Nis glass kit may also be Useo In the folloveing door style' Eyebrow 5-panel with scroll Oc- ik raff AR k EK' r..l .•.. r ,... j/ IIU1Nn1.Aa LNI NI' UWhN? No..L.v.O re«Nut^«f Dow• A Acid 29.2002 Masonite International C0rp0rati0n q, r (Dnl•nu•n0 .'Deem 01 0100 t1 NnD.0+M1fnl mrltt 1DK11r(DIOnt. Ot1.0n Dn0 doelxl 0"" luDlffl ID <_7, wNMu1 no,N OXO Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t -•:t 129 Series 200 Series 12R, 12L 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &—X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK" 1 `rUL Nr:I..\1\ L.`r l Nl' Ull(1N.1 r+on i.. u..a r.W{Vu [mri Dow. April 29.2002 Our (O 1-79 Or09'> 01 0rO0u(1 rn0m+emM1 maws sowi.cmons. deign and 0r00V(1 0tui1 SYO e(110CMtye wuW.1 n01— Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP•WL-MA0145.02 FIBERGLASS DOORS t errL +•: ,`:. r:1 tea'` s, Nt Double Door with 2 Sidelites Maximum unit size - 12'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless Special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6W. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 M oU a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with Scroll. Oak raft AR k EK" r..,...... 'm r rrnuwr.c,.a rvi vu uwti a..,..are.,.rmro PRf t1 v'na(..//,i,.. .////i%%/Lf/Ji.L apdt79.2007 asonite International Corporation du. ConLnwnD prpdram D1 D100u11 01DIo+emeni ma6ef SDtti1101-1 0n gn and p,Ddutl deU.r wo.rtr rD cnande -'moor nrn- OXXO Glazed Inswing Unit COP-WL•MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na on 404 Series 410 Series 109 Series 114, 12.0. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK' April 29. 2002 D., OnUnyinQ WWI— 01 V,.d. 1 mp-n1 m 1es IDe0-1gnt. 011-0 JM prod- Oe1J0 s01t(110 COJnQe w000U1 n01- Masonite International Corporation XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0' 8V Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: DD 404 Series OID DD DD 822 Series El 108 Series Oak raff 1 . .... .I , , ..T I 'l e . u r e •1 MC.'tn A Masonite International Corporation AROE 1 11 I;M(:LA .1 l:N I'M 1',Ut1VN1 rbn.e•..ur.O rLw r••. f ll+Wr. ApIit 29, 2002 0w con-un(; ,l,Ogo OI O,oducl m}O+Hornl m.,les tIKc,1¢3I0ns d-In Jnd 01000(1 0e11. 1 tu01f[I 10 (n)noe ..'"o ndlQe XX ' ' '' ' Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oat-, -raft ARk EW ut•• ,Dw April 2'. 2002 ou,'",_ng p,DDgmDI D,DDun mp,0•emem miles smc.tKoom. Des•Dn uM p,odw Dendsu0Rc11. "".0e M0 PREM,:'e,.i/ Masonite International Corporation XO or OX COP-M-MA010,02 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: N. o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size - 6'0" x 8'0" Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is delermined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: MM o0 oa 822 Series 1/2 GLASS: 0 ao 404 Series 108 Series Oak,-raff AR k EW PREi'ir'a?: ,,//,.i... A 29 2002 Masonite International Corporation Ow Co,,eN.n mog,a,n or m—:r -mo ", m„o sottaKnom 0-V —I mm1m 1-1 a au.r m 1-0e ...— 14 a- XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 series APPROVED SIDELITE STYLES: COP-WL•MA0148.02 810" FIBERGLASS DOORS 0 - 300 Series s wx a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff AR k EK'- r wLtlra nh] Cn'1'M Y,uur1NT ebnA...,,.a ss..p... r..vr Deo.. April 29. 2002 Our (Dorm.." prWnm or orooun .norav 1 mar.. soeur4ngns. O..pn arq p d.1 aeua seaeu io enan9e .noon note M ato nile In to r n a l ion al C o r po r al ion Oxo Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: r. . 0 0 lZ Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximumunit size • SIT x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: am 0o no 822 Series 1/2 GLASS: 00 404 Series Oak raff AR k EW 108 Series ADO 29. 2002 0., co—,.ng DroDiom or orooun rro—tnirnr -.CS ortgn 110 DIDD.21 4rUd Sut),W 10 rNner wnhpu. htasonite International Corporation OXO ' f I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 1 'J 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK' I IUL"r:LAJJ l: N'1'N1',UVVMJ ebni..rwU le..pul.wrDwr, April 29. 2002 Ow eonunwng Program of p'oducl mpiovemenl miles SDNdKal*ns. design and Droaucs dell., S.D,,c, 10 ce,noe ..thou, nolK, Masonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: r 1 d. 77,11"'19 O O 4' Double Door with 2 Sidelites Maximum unit site - 12'0- x 8'0' Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao 404 Series 10110 00 00 822 series 108 Series Oak raft AR -O EK" I nlewr.n.+.t en'rer ullnit,t r.,..u.....era.p... e...r 000. PREM v' ,,//..b', a W'i.'/ (/(/(/% April 29. 2002 Masonite International Corporation dY. tan-m Q 910(1 m DI DIMUS D'0-1 mJtef 10-f-IJ1— detq-Na DIDDDU an),I 4uD1<tl ID CDIDge-u Wl.1- OXXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0150.02 810" FIBERGLASS DOORS y i 300 Series e r .F 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EWI II)N\ —_T..e. ra"aN"f• Dl Apra 29.002 Ol , con'—!, m,v of D,Wo , rno,rnl "lain soenrNnalls, as gn aM pixiw area+ soulrcl Io 01.0e «Nnoul Dona Masonile International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: O Double Door Maximum unit size • 6'0- x 6'8' COP-WL-MA0162.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 0000 00 00 00 00 00 100 Senes 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R7L. 24 R/L 107 Series' 108 series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak riff AR 4 EW r...,....T El Apu129.2002 Masoniie international Corporation 0.1 (omawng D•o0•—"o.00un +n>'o+rmrm masts sottd[alom o-v IN DIM- rD (moor ."N., N— XX Glazed Outswing Unit COP•WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 77. 1;Q ; 00 l7 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &-X3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK lU1:N1 1..\.\.1 LN rNl,UU11N.i No.ri..v.Ole..r.a (nu, Om•• April 29. 2002 OW COn,u g D•ODtJm 01 D•OOun-D,O.[mfnl miY ei SDKOICilgn1. c—on 1n0 01.0.1 Dcllri 1u0N(110 o,,, .-ow n..- Masonite International Corporation XX 1 ' ' I e I Glazed Outswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: w1aci o oLr Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site = 6T x 8'0- Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am ao 00 822 Series 1/2 GLASS: oa 404 Series Oak-rq AR k EK'- I'lll l: RGLASS LN'IKI' UI)I)N1 raon.f.. v.0 rq..r... four Da=r. Apnl 29. 2002 Om —".—g O.Ogom Oi p•OOun mu•O+rmrm male snnnrcn om, anWn ano O oO u OIL,, %.OKn 10 C-9r:OmW -- 108 Series Masonite International Corporation 3/4' X 1-1/2' X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE. HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEK;HT OF THE DOOR. __ 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2-LAG SCREWS. I FOR 16' X 7' USE c 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW TT 3 DETAIL D 2' 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 63' (16' X 7') OPENING HEIGHT NOT OVER DOOR HEIGHT) 42'(16' X 7') 54'(9' X 7') 21'(16' X 7') 33'(9' X 7') 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5' 20 GAGE END STILES — FASTENED WITH TOG—L—LOGS TO PANEL F: '-' : USE END CAP OVER END STILES. All DETAIL C) r 18 GAGE GALV. STEEL CENTER HINGE-/ `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS Er OTHEJRS. SECTION B—B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH I HEIGHT POSITIVE NEGATIVE POSTTNE NEGATIVE 8 —0' 7'-0' 32.8 37.4 9 —0 7'-0' 29.1 1 —33.3 1 +43.7 1 —49.9 16 —0 7'-0- 23.6 1 —26.3 1 +35.4 1 —39.5 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 738---% 19-1/2', 21'OR 24' HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' T 4' X 1/2' LONG 16GA. GALV. STEELARRIAGEBOLT & NUT TOP BRACKET WITH OPTIONAL SSB GLASS LIGHTS CENTER STILES 14GA ROLLER (5 COLUMNS) ALTERNATE CONSTRUCTION HOLDER WITH CENTER HINGES USING (2) STRUTS 2 FASTENERS. g (3 COLUM71 NS) 3 1DE 4' X 3/4' LONG HEX HEAD SELF (SEE DETAIL A) r(2DRIWNGSCREWS. PER VERTICAL STILE) r 16' X 7' DOOR B B 2' ROLLER WITH 7/16' DOL LONG STEM. TIRE STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DIA SHORT STEM. TIRE STEEL 7 BALL C SEE DETAIL CJ A 4' X 16' AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 14 GAGE GALV. STEEL END (4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. HINGE ATTACHED WITH (4) OR ((120 SQ. IN. MIN. 5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) OPTIONAL, 4 STRUTS 3' 20GA WIDE SEE DETAIL A) 4' X 16' AIR VENTS PTIONAL 2) REO'D. 60 SO. IN. MIN. B B TOTALOPENAREA) OPTIONAL GALVANIZED STEEL STRUT. 7' ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) 9' 20 GAGE END CAP (SINGLE CAR) CENTER STILES & CENTER 20 GAGE END STILES HINGES (1 COLUMN) 2' 1. 25' 1- 3/8' POLYSTYRENE INSULATION G O OPTIONAL FOR MOD. 724 AND 7300 O 3' Os13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER 2.75' -- L. H. DETAIL A 3* 20GA WIDE SMUT FORA 16' X DOOR USE ONE DETAIL C 3' 18GA WIDE STRUT SECTION A —A EXTRA SELF DRIRIWNG SCREW THROUGH LIEF OPLEAF OF DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE SOC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR , OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. HIN GE, END STILE, CAP AND RAIL TYP, 6 PLACES, AND USE LONG STEM ROLLERS. l1 NOTE ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4'-20 X 5/8' HEX BOLTS & NUTS OR r + 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. p G 2422 3/5/02 KDD A Z_3 / _ >> qZ-4F 2413 1 /25/02 pi, u35i'Y WILLIAM .TIIDEMANN,P. •:. E 2137 2/9/00 Consulting Structural Engrneek : r• D 1724 6/24/97 1140 Anderson Street : '` . ri_c ; :. C 1549A Clermont, FL 34711 % 0f B 1549 352) 242.0100 1' A 1449 (9-8-95) (xs..a...) 1366 ( 11-01-94) (SCATES; NOTEGLAZINGDOESNOTSATISFYIMPACTDEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV LOCK P. O. BOX 13858 T 7 MAUMELLE, AR. nV 1LL 1 SOR ]MR 72113 0501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 1o19s3— e, s yyINDLOAD RESIDENTIAL STEEL D00 TOLERANCE FOR SBC 100 @150% MPH, FBC RAG* 1/64 DEC. Dt .015 NEXT LEVEL DATE: ` DWG. NO. ANG. fV9/14/94 99—B-033 SCALE PLOTSCALEDRN. BY SHEET 1 OF 3 NONE 1=1 GDR OPENING HEIGHT NCO R OVER HEIGHT) E FOUR13GAGEMIN. GALV. STEEL 1/4' X 1/2' LONG FOR 16'XB' USASTENERSTRACKSPLICEORFLAGBRACKET. CARRIAGE BOLT do NUT 16GA XB FASTEN TO WOOD JAMB WITH STEEL ON 9'X8'.- 5/16' X 1-1/2' LAG SCREWS. g TOP BRACKET WITH 14GA ROLLER FOR 18' X 7' HOLDER WITH 2" GALV. STEEL h IB' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4• X 3/4• FOR 18'X7' h 18'XB' 16GA 16'XB') HEX HEAD SELF SEE TOP BRACKET 13GA 1B'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'XB') I-•16' X 8' k 10' X 8' DOOR SELF DRILLINGSCREWSTHROUGH 1 63' (18' X 7') 72' 18' X 8') 72' 16' X 8' 72' 10' X 8') 18' X 7' 63' 18' X 8' 63' 9X 8') 42' ( 18' X 7' 48' ( 18' X 8' 48' ( 16' X 8') 48'(( 10'X8.) 33'( 18'XA 39' ( 18' X 39' ( 9' X 8') 3/4' POLYSTYRENE 21' 18' X 7' 24' 18' X 8' INSULATION STANDARD FOR 24' ( 16' X 8' MODEL 735 24'( 10'X8') 15' ( 18' X 7') 15•( 18'X8') 19- i/2•, 21' OR 24' HIGH PANEL GALV. 2 ROLLER WITH 7/16 DIA. LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 18' X 7' do 18' X 8' DOOR AND END STILE, 2' HURRICANE ROLLER ON 16 XB, 18'X7' LH WITH 7/16' DUt k 18'X8'. LONG STEM. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL w way. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9' X8. 2' ROLLER WITH 16' X 8': 16GA. END CAP do RIVETS. 7/16" DIA. SHORT STEM. 18' X 7' h 18' X 8': 13GA END CAP do RIVETS. 14 GAGE GALV. STEEL RAIL ENDHINGE- TTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGE LsENDSTILES16' X8' & 18'X8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE AND PRE- 2' GALVANIZED STEEL STRUT. 5• 9' X 8' 3 BRACKETS 4 16' X 8' 4 BRACKETS PAINTED STEEL ATTACHED WITH 1/4' X 3/4' 10' X 8' BRACKETS; 18' X 7' 7 BRACKETS 7 26 GA ALL LONG HEX HEAD SELF 18' X 8' BRACKETS MODELS EXCEPT DRILLING SCREWS. 24GAMODEL2PERVERTICALSTILE) 20GAGEENDSTILES -FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 7 1- 3/8' POLYSTYRENE SEE DETAIL C) INSULATION OPTIONAL OPTIONAL SSB GLASS FOR MOD. 724 do 730. 4'X 16' AIR VENTS t BOTTOM BRACKET B 2) REQ'D. BATTACHED WITH SO. IN. MIN. 3TOTALOPENAREA2• FASTENERS (16'XB'). ) 4 FASTENERS (18'X7OPTIONAL--_ 2 FASTENERS ( 9'XB') 18 GAGE GALV. STEEL CENTER HINGE SECTION B B AND (IO'XB'). ATTACHED WITH 4 FASTENERS• SECTION A -A 20 GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS - I r- 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S. F. TABLE 3' ST PRESSURE DOOR SrZEDESIGNPRNEGATIVEWIDTHHEIGHTPOSITIVEITIVENEGATIVE9'-0' B'-0'+25.5 8.2 43.7 10 —0" B —0' 33.0 9.6 55.3 16'-0" 8'-0' 24.3 36.6 41.1 1B'-0' 8'—O' 27.3 41.0 46.0 18'-0' 7'-0' 27.3 41.0 46.0 6 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL-_ SEE DETAIL C 4'X 16" AIR VENTS 4) REQ' D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATE CONSTRUCTION USING (2) STRUTS./. CENTER STILES 14 C (SINGLE CAR) HINGES (1 COLUMN) OPnONAL B OPTIONAL SSB GLASS LIGHTS B 18' ( DOUBLE CAR) 4'X 16' AIR VENTS 4) REO' D. OPTIONAL CENTER STILE (7) COLUMNS CENTER HINGES ( 5) COLUMNS 120 SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS UGHTS--\ USING (2) STRUTS-7 , B 16' ( DOUBLE CAR) STILES GES (( 3) COLUMNS S OPTIONALSSB GLASS 3" 18GA WIDE SEE DETAIL A) 4'X 16' AIR VENTS 2) REQ' D. e wa 60 SO. IN. MIN. TOTAL OPEN AREA) NOTE 1/ NON— DESCRIPTIVE20 X5/8HEXBOLTSNERSSHOWNTOBE1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. F— 2.75' G 2422 3/5/02 KDD DETAIL A F 2413 1/25/02 3' 16GA WIDE STRUT WILLIAM T. LINDEMANN,: F' E E 2137 2 9 00 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10, 2' OF DOOR IN END ZONE AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Enoirkr? 1140 Anderson StreeI t; ` . ` Clermont, FL 34711 ' , a '•-, '" 352) 242 0100 r ' aw NOTE: GLAZING DOES NOT SATISFY IMPACT I DEBRIS REQUIREMENTSINFBCD17246/ 24/97 C 1549A B 1549 A 1449 8- 8-95) R.6..a...) 1366 11-01- 94) SCATES; REV. E.C. N. DATE APPROV CENTER STILES do / ( SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13858 T t 7 MAUMELLE• AR. ; 1T T 1LL JI. SOR R 72113 1(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 1019s3-B, s WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ® 150%_ MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14/9499—B-033 SCALE PLOT SCALEDRN. BY NONE 1=1 GDR SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL 13 GAGE GALV. STEEL TOP USE FOUR TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH BRACKET WITH 10 GAGE ROLLER FASTENERS HOLDER. NOTE THAT ROLLER ON 9'XB'. 5/16' X 1-1/2- LAG SCREWS. HOLDER IS TURNED DOWN. NOTE- X 8' USES TOP 2' GALV. STEEL BRACKET ON SHEET 2. E) 10 VVERTICAL TRACK FOR 18' X 8' USE GAWIMY10CaWIDE SEE.DEIAIL A) B16GA. (16'X8') 13GA. 18'X8' 1/4- X 3/4- USE TWO EXTRA SCSELF 16' X 8' do 10' X B' DOOR SELF DRIWNGLoc" DRLUNG REW DETAIL D 2_ m- ROLLER WITH 7/16- SCREWS THROUGH00 DIA. LONG STEM. TOP AND BOTTOM SEE DETAa CUSEONEEXTRATIRE: STEEL 10 BALL LEAF OF HINGE 18' X 8' DOOR AND END STILE. SELF DRILLING 2' HURRICANE ROLLER ON 16'XB AND LH. SCREW THROUGH TOP LEAF OF1B'XBWITH7/16- DIA, HINGE ON 10'X8'. 72- (18' X 8') 72- 16 X 8' LONG STEM. 9' X 8•: 10'X 8' 20Gk END CAP, NO RIVETS. o TIRE STEEL 10 BALL 72- (10' X 8') 16' X 8': 16GA. END CAP h RIVETS. 9'X8' 2' ROLLER WITH 18 X 8': 13G4 END CAP7/16' DIA SHORT STEM. do RIVETS. 63' 18' X 8') 14 GAGE GALV. STEEL RAIL OPENING 63- (9• X 8') - END HINGE ATTACHED HEIGHT WITH 4, 5, OR 6 NOT OVER SCREWS, SEE DETAIL C. 4 20 GAGE DOOR 48- (18' X B') END STILES HEIGHT) 48- (16' X 8') 0 a srRuts- 48- (10' X 8') 3' 18GA WIDE 39' (18' X 8') 3/4' POLYSTYRENE SEE DETAIL A) e 39- (9' X 8.) INSULATION LOCK OFrwAAL-_" STANDARD FOR 24- (18' X 8') MODEL 735 24' 16' X 8' SEE DETAIL C_ DETAIL C24- (10' x 8.) 5.(181 16•XB• R 1B•xB• 4-X 16' AIR VENTS X B.) POP RIVET TOP AND (4) REO'D. BOTTOM OF ENDCAP i120 SO. N. MN. 19-1/2- 21' TO END STILE AREA) OR 24- HIGH 0 PANEL GALV. AND PRE- 2- GALVANIZED STEEL STRUT. 5- 10' X B' 4 BRACKETS; 18' X 8' 7 BRACKETS; 26 GA.EXDALLSTEELATTACHED WITH 1/4- X 3/4- MODELS EXCEPT LONG HHEAD SELF 20 GAGE END STILES - FASTENED 24 G4 MODEL DRIWNG SCREWS. WITH TOG-L-LOCS TO PANEL 750 © (2 PER VERTICAL STILE) USE END CAP OVER END STILES. 1-3//8' POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 k 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS (16'X8'). 4 FASTENERS 18'X8'). 2 FASTENERS (9'XB') 18 GAGE GALV. STEEL CENTER7HINGESECTION B-B AND (10'x81. ATTACHED WITH 4 FASTENERS.TEEL SECTION A -A 20GAGEGALV. SCENTER ATTACHED WITH TOG-L-LOC OR POP RIVETS -_ 1 I - 1.25 TO PANELS. I 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANTTIY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16- X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S. F. TABLEDOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE TIVE NEGATIVE 9'-0. 8'-0- 25.5 29.1 43.710-0' 8 -0 33.0 36.9 T+38.29.6 55.316'-0- 8'-0- 24.3 27.3 6.6 41.118'-0' 8'-0- 27.3 30.7 1.0 46.0 OPTIONAL SSB CLASS 4'X 16' AIR VENTS 2) REO' D. 60 SO. N. MIN. TOTAL OPEN AREA) CDITER 1( „° 2) sTNTTxF w1) ovnomL OPTIONAL SSB CLASS NOTE..ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4-- 20 X 5/8- HEX BOLTS do NUTS OR 1/4- X 1/2- LONG HEX HEAD SHEET METAL SCREWS. 2.75- -- 3/ /o ' . ;1: moo• G 2422 3/5/02 KDD DETAIL A 3' 18GA WIDE STRUT WILLIAM T. Lliv0 A1Air'PJ;= ' o'•:r .. F 2413 1/25/02 3' Consulting Structural EngiDeer, ,,, ;;cam. DOORS SHOWNONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESUSTEDINTHETABLEABOVE. SBC ASSUM.RTIONS: 100 MPH, 15• ROOF HEIGHT, ROOF 1140 Anderson Street PITCH > 10•, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE -B-, ® Clermcet, FL 34711= ':. `• , 30• ROOFHEIGHT, ROOF PITCH > 10. 2. OF DOOR IN END ZONE r. , 352) 242- 0100 "; {: ' '•-c ,.1;. ; '` AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES NOT SLA ISFY IMPACT ` GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE ® DEBRIS REQUIREMENTS IN FBC INCREASE INPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTER. E 2137 2/9/00 D 1724 6/24 97 C 1549A a 1549 1449 9- 8-95 1366 1 1-01-94 REV. E. C.N. DATE PROV 4'X 16' AIR VD/TS 1° (DOUBLE cAR) 4) REO D. 020 So. IN. 11D1. TOTAL OPEN AREA) opnowdl 9 CENIE) 1 5111E 1j COLLIYNS CEMFR HfNDES iS) COUJID6 ALTERP" OPTIONAL SSB CLASS LIGHTS- USM ( 1S- (DOUBLE CAR) 8 ma( Aum OPTIONAL SSB GLASS umffs-. (kj SEE DETAL A) 8 4'X 16' AIR VENTS 2) REO' D. 60 S0. N. UKtTOTAL OPEN AREA) B w 51rnEs Y ( Sa+ aE Cu0 OPTIONAL LDCJI P.O. BOX 13858 T, MAUMELLE, AR. T/V 111 J SOR 11JN. R 72113 501) 562- 1872 MODELS: It 724, 426, 730, 735, 750, 550 DWG. WAS I PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 ®150%_ MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14/g9y4 99-B-033 PLOT SCALEDRGDRSHEET3OF3 4 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING p / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 . 2 • INSTALLATION DETAIL WM SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 INDEX .• 4 INDEX-., 6 JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 .,......;:::..:• ., .: ...: INNSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 . INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 IFLEX0016 11000 11000 11000,1500 & 2000 6 INDEX'.*- 7 JINSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 - INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 IFLEX0018. 11000,1600 & 2000 1000 &. 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW IFLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW IFLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW IFLEX0036 1000 1760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0037 IFLEX0021 1000,1750 & 2000 1600,1000 & 2000 13 INDEX ... 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBER 8 .. - FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES. 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1.500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMFLG 1100011500 22 INDEX'. 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLO MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFL0 12000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000. Pape 1 of 1 milemastersads i lca.stc>x4eX-Q ALITY WINDOWS BY FLORIDA EXTRUDERS TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER: 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY ' BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR MASONRY OPENING 3Y DTnERS ONE BY VOOD BUCK BY OTHERS CAULK BETVEEN VINDOV FLANGE- L V003 Butt STUCCO j By OTHERS PERIMETER CAULK By OTHERS GLASS (TYP.) SEE NOTES) VINDOV HEIGHT PERIMETER CAULK BY OTHERS a CAULK BETVEEN VINDOV FLANGE L PRECAST 'SILL V/VULKEM 116 ADHESIVE CAULK OR APROVED COL. CnC BY VOOD CONCRETE OR BUCK BY OTHERS n+:OIRI OPENIN CAULK BETVEEN v00D iY OTHERS BUCK L MAS'Y, OPENING BUCK VIDTM 1-i/1' MIK By OTHERS j [wX(xHY SHIM AS REO'D. I D INSTALLATION ANCHOR iLANGE TYPE !/a' MAX. 3/16• DIA. TAPCON VINDOV FRAME (SEE NOTES) HOVN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' VA. TAPCON SNOVN (SCE NOTE 9) p II C 1-1/4• MIN. GLASS (TYP,) I C EMBEDMENT (SEE NOTES) CAULK BETVEEN / LY vINDOV FLANGE L VOOD BUCK PERIMETER SHIM AS REO•D. CAUIK I/a MAX. BY OTHERSSEEMOTES) VINDOV VIDTH I FLANGE TYPE STUCCOVINDOVFRAMEBYOTHERS CAULK BETVECNHEADERVOODBUCKLSECTIONB-B MAST. OPENING BY OTHERS BUCKHEIGHT F -(; WINDOW HGT. I K. FLANGE TYPE VINDOV FRAME SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR v SILL STOOL Q BY OTHERS PRECAST SILL By OTHERS SECTION A -A 2 ] 2ppj 1JE L ' .. () ' - •;.r tr+l of PREPARES 9, PR3MXT APPLICATION GtIL`IE:RINA'r TAPCON LOCATION CHART CALL TIP T0, L AEONS I\ HCA• LOCATIONS IN JA.V UP.TO u To UP TO I °sr ToSIZETIP50As, 501, 7 e 022 71 X 36 C. C.O, IJ D23 7a x 32 v. C. C.O.E LJ.K.L IJ.K.L D24 7. x 50 5/6 C 3 ..0.E LJ.K.L 16 033 I tCE I/1 x 36 3/6 B.C.0 _ I P.^,O.E I LJ.K.L .I LJ.K•L1 /a x . • B.0c.E I A -.0 -.E.F I,J.K.L 16 T23 III X 36 3/1 I B.C.C.E E.^..D.E.F' 1•J.K,L I I,J,K.1 i s III X 50 5/6 B.C.G C.O.E LJK.l LJ K l MI 122 L.Ii.L P...L.L J. A I,J.K,L M3 t2o x U. L. e.c.c.E I +=.o.E.F u.K,L I u.K.LMI120x /6 B.C.C.=.• C.O,E.E G.M LJ.K : LJ K L 6020 72 X 2- 1.J 6030 72 X 36 I C.0 3.C.O.E I,J I u.K.L 604 7 a C." 3.C.O.E I,J,K.L 7020 64 x 2a L 7030 Ba X 36 I B.CS.E I e.C,D.E 1•J.KJ. I.J.K,L 70-0 1 a° B.C.C.. C.D.E I,J.K.L I.J.K.L 8020 9x 2a 603 36 B.C..E C,D.E I.J6 ,.KAI,I.K.I 10 1 to3.C.DE HIJ K! 9020 106 x LJ I,J,K,L OB X 36 B.C_.E J,K.L9IJK L.K,L BCC.= A,B. C:.E.F I KI030 10020 120 X 24 C. vI L. .: LJ U,KA 10030 I 120 X 36 B.C„E B.C,O.E.X I.J.K,I I I,J,K,I 10040 120 X aB B.C.,—. A .C.D.r..- I.J,K,L I,J,K,L INC.. 250 NOTES• 1) SHIM AS REO-D. AT EAC- INSTA_!ATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) wINDOw FRAME WATERY:: ALUM:NUM ALLOY 6063. 3) TAPCON INSTALLATION A.NCNOR MUST BEOF SUFFICIENT LTM. TO ACHIM YIN. EMBEOI!ENT' OF 1-1/4' INTO MASONRY OR CONCRETE. a) USE SILICONIZED ACRr_IC CAULK BEHIND VANDOW FLANGE AT HEAO & JAMBS. SILL MUST BE ATTACK:) TO THE SUBSTRATE VATH VULKEM 116 AOMESIvE CAULK OR A;PROV-D EOwL. 5) USE SILICON12E7 ACRYL:: CAV.K FOR PERIMETER SEAL AROUND EXTERIOR OF wtNDOw FLANGE. 6) IF. EXACT VnNDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY.USTEO MTH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RMD. 7) GLASS THICKNESS MAY -VARY PER THE REOUIREMEN-S OF ASTM E1300 GLASS CHARTS. 6) LETTER CESIG• NATtOiAS ON THE TAPCON LOCATION CHART INOICATE WHERE TAPCON ANCHORS 'ARE TO EE INSTALLED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED SOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w:'H IE STREWS OF SUFFICIE,\' Ur(. TO PP.OMDE MIN. 5/8 IN. EMBEDME'.T INTO WOGD SUCK. 10) APPLICATION OF WLKEV IIE A_HESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALAM" MANUF+CTUREP•S RECOMMENDATIONS. • 11) WHERE W DOW K INSTALLED n MASONRY OPENING WITH A STP.UCTUAL TWO B+ SUCK. USE /•0 SCF.E'Nj OFSUFFICIENT :ENGTH TO ACHIEVE 1-3/$ MIN, EMSEOME'.T AT A.! INSTALLATION FA_TENER LOCATIONS. A07 605-0365 7AA -J. SHEATHING CAULK BETVEEN B, CTHERS WINDOW FIM L SHEATHING INSTALLATION ANCHOR RB SCREW STVC=O OR SIDING BY OT—ERS PERIMEIER CAULK By OTHERS GLAZING (TIP.) •Z SEE NOTE 7) VIND0V HCIGHT PERIMETER CAULK By OTHERS. 1• MIN. TWO BY WOOD iBE DHCMT BY OTHERS 1/4' MAX. SHIM SP:.CE J SHIM AS RE0'D. SEE NOTES) INSTALLATION II IIANCHCR •9 SCREV STUCCO OR IISIDINGof OTHERS CAULK BETWEEN WINDOW FIN 1"MIN. L SHEATHING SHEATHING EMBEDMENTBYOTHERS SECTION A -A FIN TYPE WINDOW FRAME HEADER 1- WINDOW HEIGHT VlNDOV WIDTH 1-1 ac. IIMAX. IYP.) WINDOW WIDTH TWO ByWOOD BY piHfRi SHIM AS REO'D. SEE NOTES) 1/A• MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN L SHEATHING GLAZING (TYP1 J PER:M£iE4 J. . SEE NOTE 7) CAULKEQUALLYBYOTHERS SHEATHING SPACE BY OTHERS ANCHORS FIN TYPE VINDOV STUCCO ORTYP.) FRAME JAM3 SIDING BY IN OTHERS ANCHOR a8 SCREW 8 SECTION E-B 24• O.C. • Wax. FIN TYPE MAX. (TTPJ [2TYP.) WINDOW FRAME SILL 6• MAX. (TTP,) ELEVATION VIEWCO ROM XTRIOR WARBLESILL STOOL By ' OTHERS- T •. 1 .ti a .f I ate'... J . 4 . tiS?LS. 1,t j :('' 7T-- l LL• 1) SHIM AS REWO. ADJACENT TO. EACH INSTk--AT*. ANCnCP. MAX. ALLOwA2LE Sn1M STACK TO BE • 2) wINDOw FRAME uATERUL: ALUMINUM ALLOY 6063. 3) 114TALLATION ANCHOR MUST BE OF SUFFIC:ENT LTH. TO A_wEv£ MIN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. jf A. , Y;• ; z i A) USE gUCO((iZEO ACRYLIC CAULK BEwnD w:n00w FiN A' HEAD. SILL JAMBS. A'' • "`- fi l/A' SMin S) USE SIUCONIZEO ACRYLICCAULKFOR PERIMETER SEA: AROUND EXTERIOR OF W N00w FRAME. 6) CUSS THICKNESS MAY VARY PER THE REC'JIREMENTS Or ASTM E1300 CLASS CMARTS.. SPACE MAX. 7) INSTALL INSTALLATION FASTENERS AT 6" MAX. FROM COF.NERS AND MA%. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W7H A.VCHCR S%ACINCAS STATED. IS 70.0 PSF FOR ALL AvAlUBLE SIZES UP TO 73' X 71' MAX. 1" MIK EMBEDMENT f SHIM AS REO' 0. SEE WTrc, TWO BY WOOD BY OTHERS PREPARED In PRODUCT L APPLICATIGM ENGINEERING, INC.; Z50 IMTERMATICMAL KWT.. SUITE Z50. KA7-JMV. FL3:DA 3274o PHONE 4.7 IPY0365 FAX 437 505-2366 s SHEATHING CAULK BETWEEN BY OTHERS vINDGv FIN l S, CA TMING INSTALLATION pUCCOR .e SCREW TUC SIDING 2R OTHERS I PERIMETER / CAULK, BY OTHERS GLAZING (TYP.) SEE NOTE 7) vINDOVHEIGHT LIMETERCAULK — OTHERS INSTALLATION ANCHOR .8 SCREW STUCCO OR SIDING BY OTHERS CAULK BETVEEM WINDOW FIN SHEATHING6SHEATHIMG ' BY OTHERS TWO BY WOOD 1_ nIN. BY OTHERS 1/A• MAX. FSHIM SPACE SHIM AS RCO'D. FIN TYPE (SEE MOTES) WINDGW FRAME HEADER WINDOW WIDTH 2A• D.C. MAX.ATYP.) ; VINDOV HEIGHT FIN TYPE viNDOv FRAME SILL MARBLE SILL ' STOOL BY 24• O.C. OTHERS MAX. (TYP.) 11V MAX. SHIM SPACE T SHIM AS7! SEE NOTES) I I'Min EMBEDMENT TWO By WOOD BY OTHERS SECTION A -A WINDOW WIDTH TWO By WOOD By OTHERS SHIM AS REO'D. SEE NOTES) GLAZING (TYPJ SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EOUALLY' SPACE ANCHORS (TYP.) A 6• MAX.(TYP.> VATION WIEw 0 M xT RIOR a')'_F•h.l71l.+ti.'L i4_I:i-r:.i 1?i..L t .>. rGoR(r F uDER IAA• MAX. CAULK BETvCCN SHIM SPACE WINDOW Fin 6 SHEATHING PCRIMETER CAULK BY OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B I• MIN. EMBE DMCNT i SHEATHING BY OTHERS INSTALLATION ANCHOR 03 SCRCV Nn—c. 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/1'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACIjIEvE MIN. EMBEDMENT OF I• INTO WOOD FRAME MEMBER. USE SILCONIZEO ACRYLC CAULK BEHIND WINDOW FIN AT MEAD. SILL k JAMBS. S) USE SRJCONIZED ACRYLIC CAULK FOR PE.nuETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VARY PER THC REQUIREMENTS OF ASTU E1300 GLASS CHARTS. ' 7) INSTALL INSTALLATION FATENERS AT 6' MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE. CAPACITY OF INSTALLATIONS W1H ANCY.OR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAIL•A?LE SIZES UP TO 119' X 49 5/8• MAX. REV DESCRIPTION DATE IN] FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD. FLORIDA TITLE: INSTALLATION DETAT.L V/ #8 SCPEVS HORZ. SLIDING FIN VINDOV XOX CONFIGURATION- SERIES 1000 DRAWN BY: BB APPROVED BY: L DATE:12/ 17/01 1 SCALE: N. T. S. I DWG.: FLEX0029 PR[PARCD If, PRODUCT A AAP ICATMN ENGINEER". IK.. 230 INTERNATIONAL KVr_ S'.ITE i56. HEATwR7V. % RIDA 31746 p O E 07 BOS-0365 FA% A07 1:,0766 CONCRETE OR MASCNP.Y OPENING BY OTHERS ONE By VOOD BUCK BY OTHERS CAULK BETVEEN QVINDOVFLANGE t VOOD B I } STUCCO BY OTHERS PERIMETER CAULK V H BY OTHERS VIN7OvHEIGHT) GLASS (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS I4 CAULK BETVEEN a VINDOV FLANGE t PRECAST SILL V/VVLKEM 116 ADHESIVE CAULK OR APROVED EOL. CAULK BETVEEN VOOD BUCK L MAS'Y. OPENING INSTALL ATIQN ANCHOR By OTHERS 3/I6- DIA. TAPCON p 1-1/4* MIN. EMBEDMENT G I t/.• SnIH 1 SPAE: "Ax."""j 7i= I SHIM AS REO'D. Y NGT-S) ONE BY VOOD CONCRETE OR BUCK 91 OT.aRS MASO)Ay OPENING aY OTHERS B.V. I -I_ •I•. BUCK V(DTM) I j LMILDKMt t/a• SKI i I p FLANGE TYPE SPACE MA%. lI\ VINDOV FRAME SH;M AS REO'D. JAMS (SEE NOTES) INVALLAIION ANCHOR 3/16' DIA. TAPCON v RIGID VINYLAD GLASS (TIP.) GLAZING BE SEE NOTES) _\ r-- tv I O CAULK BETVEENB.H. VINDOV FLANGECSUCKtWOODBUCK vFLANGETTPEHEIGHT) L- VINDOV FRAME PERIMETERHEADER RIGID VINYL GLAZING BEAD T YP.) FLANGE TYPE VINDOV FRAME SILL Ic Q PRECAST SILL BY OTHERS ' SECTION A — A W.W. A- A B C D H. Ltt B A-1 ELEVATION VIEWED FROM EXTERIOR CAULK STUCCO BY OTHERS BY OTHERS v.v. CVINDOV VIDTH) CAULK BETVEEN - VOOD BUCK tSECTIONB—B MAS•Y. OPENING NOTES, BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/.', 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. USE SILICONIZED ACRYLIC CAULK BEHIND W.NOOW FLANGE AT MEAD Q JAMSS. SILL MUST BE A7ACMED TO THE SUBSTRATE WITH VULKEw 115 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILCOMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNO EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LAAGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. CALL TIP TO LVV.:: VI'D I nC: V Lv F••JIN, J..= vvr o Io.v SIZE TIP TO TO TO TO TO To SP.r F 71. r Sa F 7 IH2 2E 1/2 x 15 C C C C.. G.M OM IM3 26 1/2 X 38 3/8 C c C G.H cM G.M IHa 26 1/2 X SO 5/8 C• C . C GM Gm C^jJ F.5 26 1/2 X 56 1/4 C C C GM GM GM.LJ IFS 26.X 63 C C C G.n G.MJ.J G.,,.0 H6 1/2 26 /2 X 72 C C C G.M GMJ.J 22 1 L M n n 23 37 X 38 3/6 C C C1C.M G.M G. G.n 24 37 X 50 5/6 C C CG.HI4537 56 1/4 C C C G2537X63CCCG.M G..JJ G.r.1J2637172CCC.MIJ C.HJ.J EF.G.M.IJ J 1/a x o M r 33 53 1/8 X 3a 3/8 C e,C ex G.M 61 GMJJ 3a 53 , X 50 5/a C B.0 C G.H GMJ.J GMJ.J 3•5 53 1/a X 56 1/. C S.0 3.0e.0 G.M.0 G,MJJ 35 36 53 1/a 1 63 3 1/5 1 7 C C B.0B.0 ell G.MI.J G.H.LJ G.MJ.J E.F.G.H.LJ E.F.G.MJ,J E.F,G.m.0 2 c. IC237 % 38 3/a ex 8,C A.3.C,C G.H GMJ.J GM.I.J D2a 74 X 50 S/6 B.0 B.0 B.C.D c.nJ.J G.MJ.J E.F.G.M.LJ p21S 7a X 56 1/. B.0 B.0 C.D G.M.I.J E.F.GM.IJ E.F,G,MIJ D25 7- x 63 E.0 e.0 A,E.C.D GM.LJ E.F.GM.IJ E.F.G.:+JJ• oil7a 72 B.0 e.0 I A,_ C.D G.MI,J E.F,G.MJ.J E.F.GM,IJ• 20u20u X • 20.30w I x 36 C C C1 G.H G. G.n 20VAOw 2• X /B C C C C.M GM G•M 20w46M 24 X 54 C C C O.M G.MI G.MJ•J 20w50M 24 X 50 C C CI G.M G.M G.H,IJ 117.601. 1 u Y X 72 C C C C.H G.M I,J y 1 30u2Ow 36 x 24 M I30u30u36X36CcCG.M G.n G.M OM40w 3E X /B C C C G,H C. G.HI•J 30Y.6u 36 X 5. C C C G.H GMJJ C•H,I.J 30u50u 36 x 60 C C C GM G.M" G.H.I,J 30u60Y 36 X 72 C c C G.HI.J G.MJ.J E,r.G.M.I.J 1 4Ow30w Ia X 36 C C 9.0 G:H G.M GJi.IJ 40w40M 8 x 48 C C e.0 G.M G.MJJ GMJJ OM46M 48 X 54 C C 3.0I G,M G.MJ,J GJ( I.J 40M5OV sa x 60 C C 3.0 G.HJ.J G.MJ.J E.F,G.M.LJ 4OU60M 45 X 72 C C e.0 G.M I.J E.F G.M I.J IF M I G.M M GM a6u}pu 54 % 36 C B.0 3.0 G:H C.M GM.IJ 15wa0w 51 X A C B.0 e.0 G.M G.MJJ G.M.1„) 61/46u 54 X 54 C e.0 3.0 G.H,I.J G.MJ.J E,F.G.H,IJ 46u50w 54 X 60 C B.C. S.0 G.MJ.J G.MJJ E.F.G.HJ.J A.40. 54 X 72 C B.0 0 CHIJ E F.G M I so 20 60% C a .0 0. GM G.M G.M ARa) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE 5OU30M IT60 36 C B.0 e.0 G,M GM GMJ.J WHERE TAPCON ANCHORS ARE TO BE INSTALLED wHEN USING THE WM40U 60 X 48 C B.0 e.0 G.M G.MJJ G.MJJ EXTERIOR ELEVATION AS A KEY. SOwa6w 6C X 5• C B.0 3.0 G.M,IJ G.MJ,J EF.GM.1,J 9) ALL FACTORY APPLIED HOLES NOT OESIGNATED FOR TAPCON ANCHOR 5OW50M 60 X 60 C B.0 E.0 G.H.•..) G.nJJ E.F.G.H.L.1 SHOULD BE FILLED WITH IS SCREWS OF SUFFICIENT LTH. TO -PROVIDE 50.60. 60 x 72 C L e.0 0 O.M I.J . E.F.GMI.J EF.G.HJ.J MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK, M u 56u3om Ga66 x }6 B!: LB.0 3.C.: G.M G,N M G.H.I. t0) APPLICATION OF WLKEu 116 ADHESIVE CAULK AT FRAA1E SILL MUST 56wa0M 66 X A8 B c B.0 A.E.C.O G.M G.MJJ GM.I.J COMPLY WITH SEALANT MA.NUFACTUP.EP.'S P.ECOwmENDAT:ONS. 56u46Y 66 X 54 e..c B.0 A.B.C.: G.H.I.J G.MJ.J E.F,G.M,I.! I :) ONE ADOITIONAL FIELD DRILLED Q INSTALLED ANCHOF. IS REO'O. IN 55u5ou 66 % 60 E.0 B c 11.3.C.0 G.MJ.J E.F.GM.IJ E.F,GMJJ EACH JAMB ON THE FOLLOWING SIZES: '025" (73 ) 62). '026' L•EwbOY 65 X 72 B : Bc C.: I G.H.t,J E.F.GMJ.J EF.G.M Lr 73 x-71). 'S6M6OM•'(65 X 71). h '50u6OM' (71 .X71). PLACE u wiz72 X' 36 e`s e.c IC.: GM L•.MG.M MGMJ•JANCHORBETWEENANCHORS •G AND I AND BETWEEN ANCHORS 'H 60uJ0u 72 X AB E.0 e.0 A e.C.: G.M G.MLJ GM,U AND J• OVEP 55 PSF ONLY. EOuaOu EOwa6Y 72 x 5• E.0 B S.C.: G.M,I.J G.MJ.J E.F.G.M.L! 12) WHERE WINDOW IS INSTALLED W MASONRY OPENING WIiM A STRl1CTUAL 60w5,3w 72 X 6C E.0 B.0 C.: G.M.I.J E.F.GM.I,J E.F.JM,LJ F TWO BY WOOD BUCK. USE / 10 SCREWS OF SUFFICIENT LENGTH TO w ,w 72 x 72 S B.0 A.B.C.: GM I.J E.F.GMI.J I Er.Mjv ACHiEVE 1-3/8- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER ADDITIONAL AN_HORS RE'D. S E NOTE 11LOCATIONS. ON SIZES NOTED IN NOTE 111 .O, A 110 SCREW ANCMQP, TO EACH JAMB FOR NOTED DESIGN PRESSURES. INTERNATIONAL, INCFLORIDAEXTRUDERSBGEPi'fJ&A , SANFORD, FLORIDA MANUFAC n$3 V,/ TITLE: INSTALLATION DETAIL u/ TAPCONS Nam! vv. HORZ. SLIDING FLANC= WINDOu SEP.IES 1000le rT7PL//iFgS DRAWN BY: BB I APPP.O\, BY: v. DATE:1 O/23/O1 SCALE: NIT S DWC.: FLEX00710 PPFPAAr^- if. PPZDy_T t APPLICATION-L.`GINEE.:W,. INC. 25C IMtiF..•IC L PaVi.. ;•J:TC 250• Kat"OV. FL,::y 227.6 P.G C •.7 605.0305 a ,7 205.03ij y CAULK BETWEEN ONE BY WOOD CONCRETE OP WOOD BUCK 6 BULK BY OTHERS r MASONRY OPENING MAS'Y. OPENING I B7 OTHERS Br OTHERS CAULK BETWEENW!NDDW FLANGE nj` L WOOD BUCK \ a li EMBED ENT6 A EMBEDMENT 1 ISSTALLAT ION ANCHOR 1 i/!- DIA. TAPCON STUCCO I BY OTHERS SHIM AS REC*D., I/V MAX. SEE NO PER!KCTER CAULK BY OTHERS RIGID vinTl FLANGE TYPE WINDOW, FRAME HEADER GLAZING BEAD TYPJ x1yGMT) GLASSTYP.) (SEE MOTES) B.H. BUCK HEIGHT) CAULK BCTVEEN WINDOW RANGE L PRECAST SILL W/ VULKEM It6 ADHESIVE CAULK. OR APRV'D. COL. FLANGE TYPEFRAMEPERIMETERWINDOWSILLCAULK BY OTMERS B.V. F BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS R£0•D. 1/.' MAX. G AZINGVINYLBEAD (SCE NOTES) TYP.) 1'{1' MIN y CNBEOMEni ST 0 TmERS TYPASEE NOTES) r ill Al ° FLANGE TYPE - WINDOW FRAME JAMB CAULK BETWEEN vVINDOVFLANGEPERIMETERtWOODBUCKCAULK BY OTHERS W.V. WINDOW WIDTH) I CAULK BETWEEN WOOD BUCK L MAS'Y. GPENINC By OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS 9 PRECAST SILL v 9 BY OTHERS NOTESSECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE A W. W. FA SHIM STACK TO BE 1/4-. D 2) WINDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 1NSTALLATIDN ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/. INTO MASONRY OR CONCRETE. USE 54XOMZED ACRYLIC CAULX BEHIND WINDOW FLANGE AT HCAD J hJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM It6 ADHESIVE CAULK OR APPROVED EOUAL. u 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEA: AROUND w,Yl, r EXTERIOR OF YRNDOw FLANGE. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANCHOR CHART, USE ANCHOROVAMTITYUS-ED WITH MEXT LARGER S12E, FOR THE B APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHART$. 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCOM ANCHOR$ ARE t0 BE INSTALLED WHEN USING THE L_ EXTERIORELEVATIONASAKEY, 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR- SHOULD BE, FILLED WITH /6 SCREWS OF SUFFICIENT LTM. A TOPROVIDEMIN. 5/8 IN. EMBEDMENT INTO WOOD S*JCK. to) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS t500 AND 20M ELEVATION SERIESSINGLEMUNGS. 11) WHERE WINDOW 1$ INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1- 3/8' MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. c 4 4 • I 1- A. '.1 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN J-'V.B SIZE SIZE' 30PS7 TO AOPsF l,v TO 7OPSc 3O v TO 60PS7 A TPs+ TO 7: •V 12 le 1/3 It 25 B B F.G F.G 13 16 ,/5 A. 37 3/8 B B G r•G145 1e ve A 55 1/4 S e r,G F.G- 15 Is 1/5 A 62 B B F.G • G 16 18 1/6 A 71 B S F.G r.G.MJ 17 1• l a x OR r rG,l.. IM2 25 1/2 1 25 B B G IK3 25 'A A ]7 3/8 8 B FA r.G IM. 25 1/2.s 5/e B e F.G F,c.HJ 1H45 A 25 I/i x Ss 1/. 9 g F. F,GMJ 1. 5 25 1/2 A 62 B e F.G r.c.MJ, ING 25 1/2 1 71 g O r,G F.GNJ 1H7 25 1 2183. e e F.G.J.K F.G.J.< 30 1/2 . I6 29 I/2 a 25 1.11 30 1/2 . se 3/8 39 1/2 a 37 7/e B B 3a 1/z . N 5/8 29 1/2 X 49 1/8 B e f,rMJ30 1/2 . 56 t/. 29 ,/2 a 53 t/. B S F.G F,GMJ30 1/2 A 63 29 1/2 A 62 B B F.G f.OMJ 30 t/2 . 72 29 1/2 1 71. B 8 F.G.HJ F,G.MJ 30 - 1 2 F 84 29 1 2 1 83 B 8 F,G.J.K F,G,J.K 11 2336x25 36 x 37 3/3 B B F.G r,G24 36 A 05/6 B B r.GF.G.MJ 245 36 + 55 1/4 B B F.G F,G.HJ 25 36 A 62 B B F.GJ(J r,G.M!J 26 36 A 71 B 8 F.G.M,I O.E.F.O.+J 7 36 x 83 B B F,G.J.K r,G.M.1,J.< a 41 x 25 B B f,cf,F..MJ 2 . b 3/8 1 X 37 3/6 e B F.G r.GJu 2 . so s/e 2 . 56 1/. 1 A n 5/e 1 1 55 1/. B e F.G.M., r.GJv2 • 63 41 X 62 B B F.G.M I D.E.rFJ•J 2 72 1 A 71 B B F,G.MJ D.E.r.DJ+J a a 41 X 83 a f G J.K 8 . 26 47 X 25 B BA.0 A,C F.G F,C.MJ a . 38 3/e a A 37 3/8 9 5/6 B A.c F.G r.c.rJ 8. so 5/5 1/. 7 x 7155 ,/. B A.0 F.GM,1 F.WUe . 56 6a63 7 X 62 B A.0 f,GM.I D.E.F•GrJ 48 . 72 7 X 71 B A•C r.G.KJ D.Lr.GJ•.1 7 A 83 F 32 32 1/5 X 25 B A.0 F.G33 321/8 x 37 3/8 B A.0 r.c 3. 52 1/8 x .9 5/8 B A.0 rG.MJ3As 7..E.F.Gj.!(.J.x sJ 1/e X ss ,/. B A.0 r.GMJ35 52 1/8 x 62 B A,C r,G.MI,1 6 s7 1/11 X 71 8 A,C F.G.MJ 37 52 Ve a e3 B AC F,G.J.K x 37 SIZE NOT AVAILABLE IN 1000 OR MG SERIES. FLORIDA EXTRUDERS INTERNATIONAL. , LOR A 1 1 / TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 L 2000 DRAWN BY.: BB APPROVED BY: DATE- IO/O9/O1 scALE:NTS DWG.: FLEX0016 PREPARED IT': PRODUCT A APPUCATKAI EMr-ZCft.G. INC.. 250 wTVtNAWtA% PKY.. SATE 250..c.1HRDW. FLOITIDA 32716 PHONE 107 603-0365 FA+ 407 szs-0366 d CAULK BETWEEN SHEATHING WINDOW FIN L BY OTHERS SHEATHING INSTALLATION ANCHOR 99 VCOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK By OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS 1' MIN. EMBEDMENT TWO BY WOOD r- BY OTHERS SHIM A$ REO'D. ISEE NOT[S) MAX. J SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRANC SIL(ARBLE SILL STOOLBYOTHERS 1 VINDCV WIDTH SHIM AS REO'D. - cSEE No7CS) CENTRAL IC 1JdA MANUFACTU?S,R Nam: GLAZING (T S jr (iCC NOTCS)CA WINDOW I W.DTH ~I I q I 24' D.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT l q J T YP.) L 6' MAX. (TYP.) ELEVATION VIEwED FROM EXTERIOR INSTALLATION ANCHOR II ` iv0 BY v00DABWOODSCREWBYOTHERS STUCCO BY GTr.£RS CAULK-BETVEEN WINDOW FIN SHEATHING L SHEATHINGBY OTHERS EMBEDMENT SECTION A —A INN' MAX. SHIM SPACE TWO BY WOOD STUD BY OTHERS V MIN. EMBEDMENT f I SHEATHING' BT OTHERS FIN TYPE CAULK BETVEEN WINDOW FRAME L SHEATHING NDOW FIN HEA LTHING JAMB . PERIMETER INSTALLATION ANCHOR CAULK98WOODSCREWBYCTHERSSTUCCO BY OTHERS SECTION B—B NOSES 1) SHON AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SMI)) SACK TO BE 1/4'. 2) WINDOW 'FRAME MATERIAL: ALUMINUM ALLOY 6063: - INSTALLATION ANCHOR MUST BE OF SUFFICIENT ON. TO ACHIEVE MIN. EMBEDMENT,OF I' INTO WOOD BUCK. N) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAA(3S. ' S) USE SILICONIZED ACRYLC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF w NOOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED'IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREWENTS OF ASTM E1300 GLASS CHARTS. . 8) FLORIDA EXTRUDERS 10100 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS ISOO AND 2000 SERIES SING--: HUNG WINDOWS. 7 CONCRETE OR MASONRY OPENING BY OTHERS ONE By VOC•D BUCK By OTHERS CAULK BETVEEN vIFLANGE L VG vOEOBUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS ( TYP.) SEE NOTES) vx IINDOV EIGMT) PERIMETERCAULK BY OTHERS v CAULK BETVEEN VINDOV FLANGE t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK OR APRV• D. EOL. ' n INSTALLATION( ANCHOR 3/16' DIA. TAPCON CAULK BEIVCEN VCCD BUPCK t OENING BY OTHERS GLASS (irP.) _ 1-114' MIN. (SEE NOTES) C EMBEDMENT i i _ f 0. • F' FLp A B Tom' SAO CAE A B s SHIM AS REO'DY 1/!' MAX. 11 SE £ NOTES) FLANGE TYPE VINDOV FRAME ' W.W. --- j RIDGED vINYL A — GLAZING BEAD BUCK / HEIGHT) RIDGEDVINYL B B W.H. GLAZING'BEADIFLANGETYPE vINDOV FRAME a. I v PRECAST SILL BY OTHERS SECTION A — A_ B.V. c BUCK VIDTM) SHIM AS REO'D. 1/A• MAX. SEE NOTES) RIDGED VINYL GLAZING READ I-v•• "". CONCRETE OR j C+COK+I MASONRY OPENING BT OTHERS D INSTALLATION ANCHOR 3/16' DIA, .TAPCON . . I v O DINE BY VoQD v BUCK By OTHERS FLANGE TYPE v VINDOV FRAME CAULK 6ETvNGE PERIM. K V ( NDOVFLANGECAULKtvODDBUCKBYGTMERSCAULKBETWEEN I 5YOD HULK tS V.V. MAT. OPENING v INDOv VIOTH) 6T OTHERS STUCCO BY OTHERS SECTION B- B 24• D. C. MAX. (T YP.) 16' MAA. ( TYP.) A --*j ELEVATION VIEWED FROM . EXTERIOR NOTES.• 1) SHIMASREO'0. AT EACH INSTALLATION ANCHOR, uAx. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOWFRAM: MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16. OUL TAPCON INSTALLATION ANCHOR'- MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. . USE SILICONIZEDACRYLICCAULKBEHINDw-x00w FLAMGEAT MUD & —SS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM I16 ADHESIVE CAULK OR APPROVED (DUAL. S) USESIUCONIZEDACRYLICCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. 6) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART, USE ANCHOR'OWNTITY LISTED WITH NEXT LARGERSIZE. FOR THE APPROPRIATE DES:GN PRESSURE REO'D. 7) GLASSTHICKNESSMAYVARYPERTHEREQUIREMENTSOFASTME1300GLASSCHARTS.. 8) WHERESPACINGBETWEENTAPCONANCHORSEXCEEDS24IN. O.C.. IS SCREwS:OF SUFFICIENT LTH. TOPROVIDEMIN. 5/8 IN. EMBEDMENT INTO WOOO BUCK SHOULD BE INSTALLED. 9) FLORIDAEXTRUDERS1000SERIESFIXEDWINDOWISSHOwM. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS2000SERIESFIXEDWINDOWS. — 10) SEEBACKOFTHISSHT. FOR NSTL'N ANCHOR REQUIREMENTS. 11) APPLICATIONOFVULKEM116ADHESIVECAUL( AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENGATIQNS. ' 12) WMEREWINDOWISNSTALLEOINMASONRYOPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE /)0 SCREwS.OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT. 13) WINDOWUNITSCANBEM'A;EOTO OTHEc UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATIONSHEE75FORP.EOUIREMENTS. NAL; INC. FLORIDA EXTRUDERSI"SANF RD FLORIDATITLE:iNSTALLATiON D=TAIL W/ ONE BY BUCK FIXED.FLANGE WIND3W - SERIES 1000 it 2000 DRAWN BY: APPROVED BY: f 2CO2 DATE: 10/22/01 (SCALE: NTS DWG.. FLEX0018 SHEET 1 0; 2 PREPARED BT:' PRORICT TEC.10LOGY CORP.. 250 wTERNATIO—L P[—. SUITE 250..r.T.RO.. ROROA 37746 PHLV+[ 407 605-0365 FAA a07 BLS-:366 4 SHEATHING By GTHCRS CAULK BETVEEN VINDOV FIN L SHEATHInG INSTALLATION ANCHOR AB SCREW— EXTERIOR FINISH BT OTHERS PERIMETER / CAULK BY OTHERS WINDOWHEIGHT EXTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR —` A8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZINC cSEE NOTE 6 I• MIN. 13COMENi VCUD FRAMING WINDOW WIDTH I SHIM SPACE BY OTHERS SHIN AS REDO.CENTRAL FLOnWA B•0-A-F- \ / I XCFn0iE5) . , >TTLl A V.A ni—rURER Nr*+"""'. SHIM $PAC: AFUEY+++ GLAZING SEE NOIC 6) CAULK BETWCEN J I•MIN. WINDOW FIN [ M3EOMENiLSHEATHING SHEATHING BY OTHERS SECTION A -A BUCKHEIGHT FIN TYPE VINDCV FRAME czL SHIM AS REO'D. 1/A' MAX. SEE NOTES) WOOD FRAMING BUCK BY OTHERS VI) HE EXTERIOR FIN TYPE WINDOW FRAME A -J ELEVATION VIEWED FROM EXTERIOR PERIMETER CAULK BY DINERS B WOOD FRAMING BY OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR 83 SCREW WINBETWEENWINDOWFIN t SHEATHING SECTION B-B EXTERIOR FINISH BY OTHERS NOTES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). WINDOW FRAME MATER:AL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF 1 INTO WOOD FRAME. A) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND.EXTERIOR OF WINDOW FRAME. 5) USE •SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS' ALSO OUAUFI-I:O. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS'1500 AND 1000 SERIES PICTURE WINDOW.' 8) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM 'CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73- X 71- OR 63' X 95- OR 119' X 37-3/2- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUeE MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. I / V. J/ — I-IIL.D. IN. I . ..IY .. LI .• LLnVVl- __j P—T SJITF ISO_ IAXF MAR.. FLORIOA s2746 PHONE .07 905-0365 FAX 407 POS-0366 0 CAULK BCTVEEN v1NCOv FLANGE t VOOD SUCK C^MCRCTE CR MAiDNRr CKNING 3T OTHERS aiER:.. FIMISM 9T C•THERS PERIMETER CAULK 3T OTHERS VINDOv FRAME HEAD WINDOWHEIGHT EXTERIOR vINDOv FRAME — S!_L PERIMETER CA- K 31 OTHERS EXTERIOR FINISH BY OTHERS CAULK BETvEEN VLOD BUCK t MASONRY OPENING BY OTHERS ONE BY vGGD BUCK BY OTHERS INSTALLATION ANCHOR MS, O:A. TAPCON QI / 1-1/.- MIN, EMBEDMENT r. 1/4, MAX. I SHIM $:AGE SHIM AS REO'D GEE NOTES) GLAZING (TIP. SEE NOTES) CAULK BETWEEN vINDOv FLANGE 4tVOLIDBUCK. CONCRETE OR \ NaSONRT CAI? K BCTWEEN BY G"HCR$ VOCD 9LICK t MASONRY OPENING CFCTION A -ABTOTHERS H 1-1/4• MIN, 1/(• EMBEDMENT SHIM SPACE ONE 8T WOODNn1cK. I) SHIM AS REO-D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. SHIM AS REO'D BUCK BY GTwERS ALLOWABLE SHIM STACK TO BE 1/4'. SEE NOTES) r ) 2) WINDOW FRAM_ MATERIAL; ALUMINUM ALLOT 6063. 3) 3/16 Du, TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO EMBEDMENT OF 1-1/4' INTO OR CONCRETE. PLACE I INSTALLATICN ANChCP. 3/!6' DiA. TAPCONACHIVLAIN. MASONRY FACTORY JM0v FRAME 4A Q/ TA --ON A)ICMORS 6' FROM CORNERS k 24' 0. C. MAX. ALL APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCrSHOULD BE FILLED WTTM AM9 II SCREWSOFSUFFICIENTLTH. TO PRONDE MIN. IN. S/E W. EMEEDMENWOOD INTO 000DUCK. A) WHERE WINDOW 1$ W$_ ALLED IN MASONRY OPENING WITH A STRUCTURAL Two 8r GLAZING (TTP, e SEE NOTES) JNI CAULKBETWEEN V2D BUCK t M S'T OPLNiNGBUCK. USE /10SCREWSOFSUFFICIENTLENGTHT'D'ACMIE'/E1-3/1YIN. Br OTHERS EMBEDMENT AT SANE SPACINGSTATEDINNOTE3. S) USE SILICONI7E3 ACRYLIC CAULK BE INO WINDOW F.A IGE AT HEAD. SILL JAMBS. 6) USE SILICONI:EO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF f WINDOW FLAME. 7) GLASS THICKNESS MAT VARY PER THE REOuIREuENTS OF ASTM E1300 GLASS PER:MCTER CAULK N CAULK BETWEEzi FL A.K CHARTS. SINGE GLAZING ISSHOWN. INSUIJATING GLASS IS ALSO OUAUFIEO. BY OTHERS I VCa vOLO BUCK 8) BUILDDOWNAROUND CURVEDPORTIONOFw1NDCwFRAMETOBEENGINEEREDBYOTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO AOEOUATELY EXTERIOR FINISH CONCRETE TRANSFER LOAD FROM WINDOW TOTHESTRUCTURE. BY OTHERS OR MASONRY DESIGNER WTNOCw SHOWN. THIS PRINT ALSO B FLORIDA EXTRUDERS 1000 SERIESDorNl)4 APPLIES TO FLORIDA EXTRUDERS 1750 SERIES @ 2000 SERIES. VINDOV VIDTH BY OTHERS 10) ELEVATIONS Sr'OW COMMON CONFIGURATIONS. 17 IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO ThESE TWO CCNFIGURATONS. TH13 SHEET APPLIES TO ALL SECTION B—B CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. t 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE-MULUON INSTALLATION SHEETS FOR REOUWEM•NTS. ' WINDOW WIDTH A A WINDOW WIDTH INSTALLATION ANCHOR 3/ 16' ' D1A. TAPCON WINDOW HEIGHT ' HEICM SMiN AS REDID. SEE NOTES) I B B I B B A A T L vA- MAX. EXTER10P ELEVATION EXTERIOR ELEVATION SHIM SPACE ' y',yS't 1D '• INTERNATIONAL, INC Q 'EMBEDMEM i,ACA•Y` s: 1 1 FLORIDA EXTRUDERS SANFORD. FLORIDA ONE By vE10D ( A>'r 1'!L 1 S )• BUCK By OTHERS iB AN.. I U, TITLE£LANGE INSTALLATION DETAIL CONCRETEN=ADER v/1 BY B CK DESIGN_R FIXED WINDOW 1000. 1750. L 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/12/02 SCALE: NTS DWG.: F'LEX0035 rKr.KX I.. H yXH ROrd06. C7•r. hPKrrPti \•A. GX'( (!a. K•Irv, r10nM NTy r.dK ws RHOIf rr 4rCHOM ONE BY gJCK INSTALLAT:CN ANC. -CA I 0 SCREv re• 1-}IB• 4IN' EMBEDMENT By CIHER, BUCK VIDTH I MAX. SnoH SPACE CAULK •.'EEN VINE-: BE„ BUILD DGvN BY DTI(ERS I CAULK BETVEfN TVC Br BUCKFLANGELSYEA'-ING ALSO APPLE. 2'4 TvO 9T FRAMING I.CCKRETE TO SILL) 1) SHiY AS P.EO'O. AT EACH U(STALLA.;ON ANCHOR WITn LOAD BARING S-14. MAX. BY OTTERS By OTHERSLLCWABLESnIMSTACKTOBE1/4•, PLYVOOD (,!F.) 2) WINDOW FRAME UA:ER'AL: ALUMINUM ALLOY 606.. aT CTHEiS 1-]/B• MIN. I'll. INSTALLATION A)+CHCRS AT Sr_L RUST BE OF SUFFICIENT LTH. TO AC-6IEHE iN_N <s REc•prIIIIfEu9EDu:NT 10 INSTALLATIONEMBEDMENTOFI - t / (' INTO MASONRY OP. CONCR T/ SEE NOTES) in. Tall<.1 N ANC..CA S:.REWS AT HEAP k Lw35 MUST?E 0: SUFFIC.ENt LENGTH TO ACHIEVE 1-3/6' 0 SERE': EXTERI INi SN — MIN. EMBEDMENT INTO WOOD FR~NC AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 IN. FROM CORNERS 6: 2A IN. OTHERS O.C. MAX. V:Noow FRAME Q CALL( BETVEEN A) USE 50.1CC+u:E h^'Y'JC CAULK EEnwO Ww00w FLANGE Ai HEAD. Sr l h IAMBS. aH9 vl.%Mv FLAME L 5) USE StLICON2ED ACRYLIC CAULK FOR PfRwEi--R SEAL AROUND EXTERIOR OF l V:CD BUCK WINDOW FLANGE. GLAZING (7YP. It; .•.MAx. 6) CLASS THICKNESS MAY VARY PER TEE R:OUIKuENTS OF ASTM E1300 CLASS SEE NOTES) dSHNSP'w.E CHARTS. SINGLE GLA:ING IS SHOWN. INSULATING GLASS -IS ALSO OuALIFIED. a I 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FPAME TO BE .ENGINEERED BY OTHERS. SUY_0 DOWN MUST BE OF SUFFICIENT STRENGTH TO AZEOUATELYITRANSFERLOADFRO. WINDOW TO THE STRUCTURE. w\\ 9) FLORIOA EXTRUDERS 1000 SERIES DESIGNER WINC()W SHOWN. THIS PRINT ALSO 1 PER: HE 7EP. CAUL-r• APPLIES TO FLORIDA EXTR'JGERS 1750 SERIES h 2000 SERIES.' CONC RETC OR' o 9T OTHERS 5) ELEVATIONS SHOW COMMON CONFIOURATIONS. IT IS NOT INTENDED TO LIMIT USE OF YTDNRT SHIN •' PED'D THIS PRODUCT TO THESE TWO CONFIGuRATONS. THIS SHEET APPLIES TO ALL PERIHETE? CAULK BY OTHERS SEE NCiE T) C:NFIGvRATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. 3 2000 BY OTHERS SERIES DESIGNER FIXED W:NOOW FRAMING SYSTEMS. O) wwCOw UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUu TUBE v1N00v VIDtH vINDDv FRAME MULLION. SEE MULLION INSTALLATION SHEETS FOR REOutREMENTS. I HEAD CXTER:E.R FINISH CTION B—B BY OTHERS WINOOWHEIGHT EXTERIOR v;mWv FRAME - SILL P:iIHETCR CAULK BT OTHERS Ex•ER;CR — F E ITH A• ETHERS GLAZING (TTP. SEE NOTES) SHin AS REO'D SEE NOTES) BUCKHEIGHT 1/A, MAI. SHIM yA_E h 1 1 Ex TEPIOR ELEVATION CAULK a:Li;ENLAH( V1N00'= GE L ONE BY VOOD { ai,CK i L / T AL Fi.ORID1 : MF.CNB. G.A. F. , -A' 9•__ K L I/ A WACTMER NAME: ivOTT.• Y-7EN;NG ONE aT VCOD B, OiHEiT BUCK' By OTHERS CONCRETE OR GFC'TION A —A MAMR FARE^rI NATDA%• -- INSTA- ATION ANM? e, oTHEiT 3/16• IA. TAPCON YLD s, pw ITWIMR1. W.0711A WINDOW HEIGHTI ' A- EXTEPIC'= EE VATION A :.11. ox • n .:....: a.. a.x. ua »L .cAlrov. F.au. a-r wl( s+ Ar.-AM: Ir <..»sa 9 THCsTHING — BY C: HERS 9 INSTALLATION ANCHOR SCREW /T EXTERIOR FINISH — By OTHERS PER !METER CAULK - BT OTHERS rim FRAME HEADER vIMV4 N:!<Jrt EXTERIOR PERIMETER CAULK BY ETHERS EX7ER!OR FINISH By OTHERS B INSTALLATION AHCNOR SCREW, LTYPJ SKATMING BY OTHERS 1' 'IM. CAULK BEHIND FIN TVO BY BUILD DOWN BT OTHERS SHIM AS RCO•D. fSE.- NE•TEU V., MAL jwIM SPACE I GLAZING (TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D.— SEE NOTES) / 1' MIN 1 I SDKMLT SECTION A -A NOTES' 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR MTN LOAD BEARING SHW. MAX. ALLOwA?LE SHtM STACK 70 BE 1/4'. 2) WINDOW FRAME MAT_R,AL: ALUMINUM ALLOT 6063. 3) USE S.T.ICOtRZCD ACRYLIC CAULK BEHIND w9400w F.N AT NERD, SILL @JAMBS. USE SILICOMZE0 ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF mmOOw FRAME. S) GLASS THICKNESS MAY WAAY PER THE REQUIREMENTS OF ASTu E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS tS ALSO OUALIFIED. 6) SCREW ANCHORS AT HEAD, SILL k JAMBS SHOULD BE IS SCREWS Of SUFFICIENT LTH. TO PROICE MIN. 1 IN. uIN. EMBEDMENT INTO WOOD FRAME. PLACE /B SCREW ANCHORS.6" FROM CORNERS AND 24' O.C. MAIL. 7) BUILD DOWN AROUND CuRvED PRTION OF wu;DOw FRAME TO BE ENGINEERED By OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOVATELT TRANSFER LOAD FROM wtNOOw TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO A;'PuES TO FLORIDA EXTRUDERS 1750 SERIES k. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS' PRODUCT TD THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 10) wINDO'w UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. WINDOW w10TM A 1 WINDOW K1GMT B B SKIM SPACc A EXTERIOR ELEVATIONTVD6YFRAMING , By OT.CRS CAULK BEHIND FIN r'y„T)9H ••` w 2002 1/4' MAX. 43 INSTALLATION SH:M SPAU ANCHOR SCREV (7TP.) ISHIMASD.BTTVO BY FRAMINGOi.CRiSEEROTES) ES) CAULK BEHIND FIN FIN FRANC JAMB 1I GLAZING (T TP, — j SCE NOTES) L r Ma CVCDtAI INEATMIM,. T CT.ICRS EXTERIOR EXTE?)OR FINISH BY GT.CRS vw v vir—I PERIMETER CAULK BY -OTHERS SECTION B-B wIT A + EXTERIOR ELEVATION FLORIDA EXTRUDERS '"ONAL. INCSANFORD1, FLORIDA TITLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 Morn IM Itc—X L. t H. 17ArWiwa t.v.. I.R h. K•i•AL , "—. .1.. . ... — ..r —..— CONCRETE OR SH:M AS RE'C'D MASONRY OPENING IEEE NOTES) BY OTHERS CAULK BETWEEN - DOGP rt, 6 V002 SULK CAULK BETvEEN PER!ME TER v00D BUCK 6 CAULK by MAS'Y. C?EN!NG OTHERS 1 BY OTHERS STUCCO BY-GTHEZS IINSTALLATIGN ANCHOR RB SCREv (TYP. WHERE — TAPCONS ARE N07 REO-D-) SLIDING GLASS JGR FRAME SILL INSTALLATION ANCHOR 3/I6' DIA. TAPCON INSTALLATION ANCHOR Ra SCREv (TYP. WHERE ONE BY v00D TAP:ONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/.' MIN. EMBEDMENT 1 I SLIDING GLASS DOOR FRAME C ? A• MAX. JAM p r SHIM SPACE T SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT I I D i EMBEDMENT O M:N. AGAD D LIBERALLY APPLY CAUL KIW, UNDER SILL jNSTALLATICN ANCHE? OR SET SILL IN BED OF CONCRETE 3/16- Dill TAPCON SECTION A -A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. VIDTH MAX. SHIN SPACE 1/ L,.. 1 A' MIN. EMBEDMENT j r ONE BY VOOD I BUCK BY OTHERS CAULK BETvEEN G VGGD BUCK 6 MAS'Y. OPENING BY OTHERS SM:M AS REO'D. I.(SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. WCON Q CAULK BETVEEN DOOR FLANGE B WOOD BUC. a CONCRETE OR MASONRY OPENING BY OTHERS CONCRCTC OR MASONRY OPENING By OTHERS INSTALLATION ANOeGR CAULK BETVEEN 3/!6' DIA, TAPCON VOOD BUCK B, MAS'Y.,OPENING BY OTHERS V CAULK BETvrrN DING CLASS DOOR MOD( STRIP L 1Si0K STRIP VOOD BUCKHOOK G A' MIN. EMEDMENT Q E ONE Pr WOOD BUCK BY OTHER; STUCCO BY OTK(RS I.rIIY(11{Aj,`0. B.O.ARj'R(TYP) RED GLASS S E C T 10 N B NpiUFACTURER ; SLIDING GLASS DOOR r • " ^ kr NC`7 INTERLOCK MASTER FII.E # ;. R. HOOK STRIP DETAIL A i 1) DOM NATCRIAL. ALUMINUM ACLDT 6063. 2) TAPCOH TYPE INSTALLATION AMCHORS NUS: K OF SUfrIC1OH LENGTH TO ACHIEVE HIM, CHBEDHEMrt W 1-1/.' INTO HASOa)T OR COCRETC 3) ALTERNATE TAPCCM INSTALLATION ANCNDRS.rRO/T TD BARK IN ALL FRANC HCHURS. .. ' TAPCON ANCHOR CHART ON BACK Or THIS SHEET. S) USE ILICONIZED ACRYLIC CAOLK REMIND DOOR rLAMGE AT HEAD L IAMBS. 6/ USE SILICOHIIED ACRTLIC CAULK rOR PER!)ETCR SEAL AROMD'E.TERIOR Or'DOOR.. _• 71 [r EXACT DOOR SIZE IS NOT LISTED IN ^MOW CHART, USE ANCHOR -QuAMTI TT .LISTED v:iM PEat LARGER $12 .'rOR-THE APPROPRIATC DESIGN PRESSURE RCOD. 8) rOR POCKET DOOR SIZES USC CLOSEST ).PASS DOOR SIZE 6 COFIGURA710m TO rtMSHED ®CMIMG PLACC'TAPGONS, IN rRONT Or PAD( STRIP AS SMOVH . 1 GLASS THICKNESS NAY VARY PER REDUIRC)EnTS Or ASTM (1300 GLASS C ARTS. 10) ALL rACTORY APPLIED HOLES MOT DESIGMA'CD r(P TAPCON ANCHOR SHOULD BE rILLCD WITH .B SCREW: OF SUrrICIENT LENGTH TO PROVIDE MIN 5/0' CNBEDQNT INTO WOOD SUCK. III DOOR WIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZCD OR INSULATING GLASS I2) JAPN8 / SILL CORNERS CT ?wRSARETOBCSCALEDv!TH A SMELL HINT SEAM SLALCR 13) SHIM AS REO-D. AT EA. S-INSTALLATION ANCHORS. . ALLOvABLE SHIN STACK TC. BE 1/.'. ,._ I., ALL INSTALLATION AMC -ORS HEST RC HAIL Or CG"RO-ION RESISTANT MATERIALS. 15) VNERE -X- RCPRCSCnTi MOVING PAHEL MD 'W REPRESENTS FIXED PANEL APPROVED , A COfIGURA TIONS ARE AS LISTED ON ANCHOR CHART DN BACK Or THIS SHEET. C16) PUT ALL OHrIDFATICNS LISTED ABOVE ARE SMOVN ON THIS DR.VING. )OVCVER INSTALLATION EXTERIOR ELEV.-:ON SECTIONS A-.S. •R-B', 6 HOOK STRIP DETAIL APPLY TO INSTALLATION Or ALL APPROVED. B PANEL DOOR SH3VN 17) INSTALL OC TAPCON IN EACH PAIR Or FACTORY APPLIED IW.TALLATIDN HOLES WLCSS MOTED OIHERV!SL Ot AM4O1 CHART. SEE BACK Or THIS SMELT. ' 18) rLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHIN' THii PR:MT ALSO APPLIES TO i 2000 SCRICS AND S00'SCRIES.' ... ._ ._ .... ..-. Z, Z G w,N.... .... e,nrr .AA .r.r.m.. n ru . v... .er-N)n-Niias ru .P7-As-R7AA SHIM AS RE'0"D INSTALLATION ANCHOR 38 SCREW SHEATHING (SEE NOTES) BY GTHCRS CAULK BETWEEN DOOR FLANGE O VOOD ByLSHEATHINGBY OTHERS I1/4' MAX. i I SHIM SPACE DOOR VIDTH /l' MAX. SHIM SPACE TWO BY WOOD I-1/a MIN. BY OTHERS EMBEDMENT S-_IDING GLASS DOOR FRAME AMB It IA I , 1 ITLJ '.I/F). M.IN. J EMBEDMENT TEMPERED GLASS STUCCO (TYP.) OR SIDING By OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYPJ f." y , r. ti..._:. iti DOOR 2d HEIGHT SECTION B-B 1NJ: Sys SLIDING, GLASS. DOOR FRAME Slll 1 SLIDING GLASS DOOR SHIM AS REO"0. NOOK STRIP SEE NOTES) INSTALLATION ANCHOR B8 SCEEV CAULK BETWEEN DOOR FLANGE IL SHEATHING INSTALLATION ANCHOR F8 SCREW TWO or VOOD BY OTHERS CAULK BETvEEN HOOK I SHEATHING I ' MIX. EMBEDMENT SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (irPa STUCCO OR SIDING:'.OR SIDING By OTHERSByOTHERSSLIDINGGLASSDOOR INTERLOCK. - HOOK STRIP DETAIL• TIN DOOR MATCRIALN ALIPUHAY. ALLOT 60602) 19 INSTALLATION SCREWS MST BE Or' SUFFICIENT LENGTH TO ACHIEVE HIM. ENBCDNENT OF 1-1/9'.INTO.WOOD. .TAPCON.ITPC IMTALLAY13N APOGRS AT SILL MUST BE Or SUFrICICNT LENGTH TO ACHIEVE HIM EMBEONEA: OF 1L1/1' INTO'MAIORT OR CDCTtCTC''.:' -. ...-. 3) INNC STALLATIONANCHORCHART ON SACK Or THIS BEET. '• - ' 41 USE SILICONIZED ACRYLIC CA(1LK BEHIND DOOM floc[ AT HEAD t JAMBS. S) USE SILICONIZED AcRTLIC CAULK FOR CRIP[TER SEAL AW)uwD.[XTERIOR Or DOOR t) IF EXACT ODOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR ONJAMTITT LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE'DCSIGM PRESStRE'RE0'D_'7--'---- ..." 71FORPOCKETDOORSIZESUSE.CLOSEST BYPASS DOOR SIZE t CWIGURATtON TO !WIND O'HCNp . RACE INSTALLATION ANCMWS. IN FRONT Or W.X STRIP `S SHOWN ' • , 8) CLASS THICKNESS MAT vasty PCR REOUIRUENis OF ASIN C1100 GLASS CHARTS - 9) -DOOt WHIT IS APPROvU USWG TCP(RED.GLASS IN SINGLC GLAZED OR"tNSULASIHG GLASS. . IR) JANB /'SILL CORNERS ARE TO BE SEALED WIT" A SHALL JONMT•SCAH SCALER - 11) SHIM AS REO'D. AT CA SET OF INSTALLATION ANCHOR& MAX. ALLOWABLE SHIN IT TO.a 11'.. 12) ALL E ,v REPRESENTS ANTSPC MUST BE PACE &H 'O CORROSION RESISTANT PMATERIALS PPR1I3WHERE 'A' RCPRCRE S NGSTCD ANAL AHD •0' RT ON BACK FIXED PANEL AP RGv(p COrlIGURa I)W! ARE AS tLIST a ANCHOR CHART ON N•TH Of lNISRAVI IMEi. EXTERIORELEVATION "' NOT AL` CONF'GI>RAi,DMS Lls"° AsQW( .RE srnrN a TNii pRAVIHc.'HoWCvCR INSTALLATION A EMBEDMENT SECTIONS 'A -A•, 'I -I' L HOD( STRIP DETAILAP? T TO INSTALLATION Or ALL APPROVED _ CENFIGUtA" EMS. D d !-1/{' MIN. IS) FLORIDA EXTRUDERS TOM SERIES WDI.G GLA:S DOOR IS SHOWN IKIS IRINT ALSO APPLIES TO 2FANELDOORSHOVN .2DDD SERIES AND 000 SERIES V LIBERALLY APPLY 7 CAULKI. AG !RUDER S:LI -. INSTALlAi iON ANCH ORSETSILLINBEDO.T OF CONCRETE 3/16' DIA. TAPCON. SECTION • A -A F 1.2002 DESCRIPTION DATE: I D A.EXTRUDERS :; . INT.' INC. SANFOlRD F.L. TITLE: SLIDING GLASS': DOOR INSTALLATION' WITH 4..8 'SCREWS DRAWN BY:3B- APPROVED BY: ATE: 12/17/01 !SCALE: NTS JDWG /fLEXD027 SHT I OF 1000 P.V./DESIGNER SILL (TYPJ 18 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEA AMT BETWEEN WINDOW FLANGES- MULLMN SEALANT BETVEENI Q \—I8 SELF ' VINDOV FLANGES X 3/4 TAPPING SMStMULLION1000SA HEAD (TYPJ WINDOW FLLANEALANT GESM SECTION A —A (I L MULLION 1000 P.VJDESIGMER SILL (TYPJ . 08 X 3/4 SELF TAPPING SMS1 X 2 7/16 X 1/8 TUBE MULLION SEALANT I VINDDv n L MULLION I8 x 3/4 SELF 1000 SR TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P.V./DESIGNER .SEALANT BETWEENFLANGESSILL (TYPJ t A -LIONMULL 08 X-3/4 SELF TAPPING SMS tx4xve F(1T1 / TUBE MULLION t8 X 3/4 SELF 1000 SR TAPPING SMS HEAD (TYPJ SECTION A —A (5) 1000 P.VJDESIGNER APPLIES TO HEAD k SILL WHERE I' X 4' SILL (TYPJ AUXILIARY PLA DETAIL 2" X 4' TUBE MULLIONS ARE USED 6Dt ADUTDO NAL AMC)Q2S. VNEN REQUIRED) 18 X 3/4 SELF 1 TAPPING SMS ' SHEATHING Ix2x3/8 0 010TUBEMULLION INSTALLATION ANCHOR $8 V60D yp}N, .SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIP . L8 X 3/4 SELF 1000. S, . TAPPING SMS HEAD (TYPJ SECTION -A—A (2) 1000. P.V./DESIGNER SILL (TYPJ I8 X 3/4 SELF TAPPING SMS IX27/16X TUBE MULLION SEALANT BETWEEN FINDOV FLANGE L MULLION TWO BY WOOD BUCK BY OTHERS 1000 P.V./DESIGNER SILL (TYPJ IS X 3/4 SELF TAPPING SMS j / 2 X 4 X 3/8 TUBE MULLION 08 7( 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ 08 X 3/4 SELF SECTION A —A (4) TAPPING SMS 100o sx HEAD (TYPJ _ 1000 P.V./DESIGNER (7) SILL (TYPJ SECTION A —A 08 X 3/4 SELF p TAPPING SMS I X 4 X 3/8• o• TUBE MULLItSN t' NOTE' OBEv 11 R8 x 3/4 SELF 00 S.H. T10APPING SMS HEAD (TYPJ SECTION A —A (6) i F. 2W2 MULLION APPLIES TO MEAD t S)LL WHERE I' X 2' AtI' X 2 7/16'• TUBE LLIMUONSARE USED DETAIL ' ZW-. TH ) INSTALLATION AMID= t8 %,= STINEV crYv) MD2¢ CLIP L1/ 8' MIN. EMBEDMENT. I• mx EMBEDMENT- FLORIDA EXTRUDERS INTERNATIONAL. - INC sANFORD, FLORIDA rrrLE: SER. 1000/ 1500 F IN SHEET 1 .OF TRIPLE' HORIZONTAL'HULLION SECTIONS . SEE OTHER SIDE• (SHEET '2 `OF 2). FOR' DESIGN PRESSURE,CAP ACITIES:. DRAWN BY: M S H APPROVED' BY. DATE: 2/6/02 scALE:NTS -DWG.:- 1HMFINTR SEALANT BETWEEN 1000 P.V./DESIGNER TYPICAL MUWON TO CONCR TE O'JAMB SEALANT FLANGES SILL P.V./DESIGNER APPLIES TO JAMB WHERE I- X 4- DETAIL 8 LWINDOWMULLION 1000 P.V./DESIGNER k 2' X 4' TUBE MUWONS ARE USED) Q . SILL (TYP.) i8 X 3/4 SELFi8X3/4 SELF TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCMDR 3/16' Du' I X 2 X 1/8 1 X 2 X 3/8 1 TAPCON SCREW ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL IN SEALANT BETWEEN CLIP WINDOW FLANGES ONE BY WOOD INSTALLATION 0.' MULLION Q.F'NTRAL FW?JDA B4O,A,F BUCK BY OTHERS AQ MAMNACTUM NAM: i8 X 3/4 SELF . iF118X3/4 .SELF MASTER FaE # MULLION TAPPING SMS 1000 SJL TAPPING SMS1000S.H. HEAD (TYPHEAD (TYPJ J _ .. .. ... _ .. . SEALANT BETWEEN SECTION A —A (2) - vtNuOVFLANGESSECTIONA —A (1) L KAAMN 1000 P.V./DESIGNER P.V./DESIGNER V. 1000P.V./DESIGNER 1000 P.SILL (TYPJ ' SILL ( TYPJ SILL (TYPJ rQ i8 X 3/4 SELF i8 X 3/4 SELF i8 X 3/4 SELF TAPPING SMS TAPPING SMS l X 2 7/16 X 3/8 TAPPING SHS 1X27/16X1/8 2.X 4X3/8 TUBE MULLION TUBE MULLION F -1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT BETWEEN ..-. SEALANT BETWEEN M. V LLL FLANGES VINDOV FLANGE MULLIONs, MILLION i8 X 3/4 SELF $8 X 3/4 SELF 1000 SJi. TAPPING SMS \ _ 1000.SjL TAPPING SMS HEAD ( TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) - SECTION A —A (4) ie X 3/4 SELF WINDOWFLANGES . . .. MULLION TAPPING SMS V / ESIGNER 1000 P.V DESIGNER r1000 P. D SEALANT BETWEEN SILL ( TYPJ WINDOW FUwGES SILL (TYPJ 1000 S.H._. i8 X 3/4 SELF t MULLION 3/4 SELF HEAD (TYP.) FI FVATION '• n4 +- TAPPING SMS NG SMS 1 X 4 X 3/8 SECTION A —A (7) MEWED FROM. EXTERIOR t;,.. 1X4X1/ 8,L4.ctI-1III-1 >TUBE MLLLIQN F__TM9`.TUBE MULLION IIdTERNATIONAL, INC i8 X 3/4 SELF i8 X 3/4 SELF TAPPING. SMS TAPP 1000 S.H.ING SMS HEAD ( TYPJ HEAD (TYP.) SECTION' A;--A' (5) -. ---'- _-: •.SECTION-' A —A (6) FLORIDA EXTRUDERS sANFoRn, 1FIARmA TITLE: SER. 1000/ 1500 FLANGE SHEET ' 1-- OF.. 2 TRIPLE- HORIZONTAL MULLION SECTIONS:' SEE OTHER SIDE'CSHEET .-.2:*F:.•2>.FOR DESIGN.. -PRESSURE CAPACITIES --`— 18 20U DRAWN BY:MSH! .. AppRovED•BY:' DATE:2/ 6/02 SCAIX NTS.''DWG.: 1HMF;LGTR _... 9 1000 P.VJDESIGNER 1000 P.V./DESIGNERrSILL .(TYP.) SILL (TYP.) AUXILIARY PLATE I TM ADDITDLUL MOORS; VNEN REOUIRCID DETAIL C 08 X 3/4 SELF #8 X 3/4 SELF 0 TAPPING SMS TAPPING SMS Ix2x1/8 IX2X3/8 O. OTUBEMULLIONTUBEMULLION - - SEALANT BETVEEN WINDOW FLANGES ,q MULLION P.MULLIDN Q . SEALANT BETVEEN" DES t WINDOWFLANGES U \- 08 X 3/4' SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SEALANTINSBETWEENSECTION - A—A (1) t MUlL10N 1000 P.V./DESIGNER SILL ( TYP.) 48 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L. MULLION L88 X 3/4 SELF 1000 SJ{ TAPPING SMS HEAD .( TYP.) SEALANT BETWEEN SECTION .A —A (3) VINDOV FLANGES t MULLION r 1000 P.V DESIGNER . SEALANT BETWEEN 1 SILL (TYP.) WINDOW FLANGES, L. NULLION jR8X'3/4 SELF TAPPING SMS j` /- 1 TUBE MULLION 08 X 3/4 SELF 1000 SH TAPPING. SMS HEAD ( TYP.) . SECTION A —A (5) APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MUW0NS ARE USED TWO BY VOOD 08 X 3/4 SE p A` ^m n E RA L rW+iAAA . ` BUCK ZB+YOTHERS 1000 S.H TAPPING SMS'C. T ^ HEAD '( TYP.) p.A 4>ZtU(94)d IA)(:T NAM SECTIONA —A (2)..• P. V./DESIGNER R r1000SILL (TYPJ 10_ r 88 X 3/4 SELF TAPPING SMS X27/ 16X TUBE 1000 P.V DESIGNER SILL ( TYP.)I38 MULLION p8 X 3/4 SELF TAPPING SMS SHEATHING INSTALLATION ANCHOR •8 WOOD - SCREW ( TYP.) EXTERNAL MULLION INSTALLATION CLIP -- MULLION - n Tom^ 1 lr A / 2 X 4 k`3/8 TUBE MULLION: I I SEALANT BETVEEN L_ J vINDOv FLANGE t MULLION O8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) SECTION A —A (4) r1000 P.WJDESIGNER SILL ( TYP.) R8 X 3/4 SELF TAPPING SMS l x 4 x 3/e nn r____'m T TUBE MULLION a8 X 3/4 SELF TAPPING SMS 1000S.H. HEAD ( TYP.) . SECTION A —A (6) 1 1/8' MIN EMBEDMEN FI: VAT)ON VIEWED- FROY EXTERIOR-. 8 ' APPUES TO HEAD do SILL -WHERE V X 2- DETAIL . k V X 2.7/15- TUBE MULUONS ARE USED' pC T10f TN1An04 AMOOR . t8 VOOD.SCltEV 48 TYPJ 1ORlZ CLIP X 3/4 SELF TAPPING SMS 1000 S.H. SECTION -A—A' (7) EKBEDWLNT HEAD (TYP.) FLORIDA EXTRUDERS Sao D, RIDA Tnu:- SER." 1000/1_500 FIN SHEET 1 OF HORIZONTAL TW_I N MULLION SECTIONS - SEE OTHER SIDE (-SHEET-2 OF 2) FOR f = DES I GN:. PRESSURE CAPACITIES BY: MSH _' APPROVED. BY: DATE: 2/6/02 scalE:NTS DWG.: 1HMFINTW V7.1COV FLAtiG:S MULL! .W./DESIGN I S!LL (iyF-) e8 x 3/4 SELF 7Ar of . N,.0 SvS X 2 X I/? T, E w G. JL_IGhS: A_ANT B:TVE_Y V. 1\vV FLAnGES' t N•ALiN cE X 2/4 SELF Ir r. S4 r. •ryJ$L _ is° 1. cr A14t. T nri V-_w .• i SECTION A — A (1 ) 1 !^JLL! Ox SILL (TYP.) r 06 X 2/4 SELF TAPPING SNS r/'' I X 2 7/16 X 1/6 f—UIFI / TUBS MULLION SEALANT 9: TVEEN i a1; rS- L MU LM CC' P::,/ DES!uNER TYP!CAL MULLION TO CONCRETE G JAlAG r .(APPJES TO JAM? WHERE I• X 4' I S!LL <TY;:.) I k 2' X 4' TUBE MULLIONS ARE USED) Q n- x 3/4 SELF l• 4P:INC SMS t I1 CO'::DRMASDNrZYOTBY 07KERERSLBE BUCKBY OTHERS MANIIFACT E6 X 3/4 SEL• *Q &19 v 1C= S'•+ TAPPING SY,S TTF; mqrvR ME tT AIL $ LtiS: ALLATioN ANCHo 3/I6' DIa. EX-CANAL. MULLIGN LNjTALLA-IDN CLIP; . I ee P.:' CES:ir7:R SCS /DESIGNER I^ Si'-*-,- ( TYP.) 4 SE ,- r SILL CfY?J - TAPPING SMS i X 2 7/16 X 3/o TUBE MJLLIGr: flfl 11 r 6 X o/a SLLr TA?PINGSMS c X 4 X 3/8 II SII II / I •.f i ! I/4' MIN. SrAL4\T HETVEEN Vi. {V CLA` GE - t ML•:_ICN 49 X 3/ 4 SELF --ve X 3/4 SELF iOO S.M. TAPPING SMS \-1CilL s.1i TAPPING SMS HEAS (TYP.) ,EAD (TYP.) SE -PLANT BETvi. EN S_CTIONA —A (3) SECTION A —A (a`, VINzOV rLAN'u: S tMULLION SEALANT I BET' n, r- InC F.V./DESIGNER SLL (TYP SILL ( 7YP.)iJ LAhGES I -b X 2/a St F L ?IULLICNr •—OF X 3/4 SELF TAPPINSN G S TA?PINGSM; i X 4 X 1/8 I !-! X 4 X 3/8 IF Al I s X 3/4 SELF lac-0 SATAPPING SMS - HL.A (TYP.) SF T'ON A -- A (5' 8 X 3/4 SELF TAPP:\a SNS^ IOSC S.M. iiEAD < TYP.) CT!0N A_e 16)._. nc'AP a8 x 3/4 SELF TAPPING SMS 10:3 S.H. HEAD 'YP.) SECTION A — A (7) PULLPN El EVAPON ViE` t1EO FROM EXTERIOR I iMILE: SER. -,.1COC)/ i. 500 FLANGE..SHEET :1 OF 2.. TWIh.HORIZONTAL MULLION SECTIONS" A/i u -f ___ ^ f i SEEnLK J t LL 'S 1"ICC i 2 of . Gi FOR DESIGN PRtSSURr CAPACITIES_._. FEES 1.5 2002 ` DRAWN BY: H.SH APPROVED BY: DATe:2/4/^2' I SCALE: 'P T$ DWC.:' ;HMFL T.' 1000 P.VJDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS 1X2x 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- L MULLION SEALANT. BETVEEN' U \—OBVINDOWFLANGES.- L MULLION X 3/4 SELF 1000 SH TAPPING SMS TYPJSEALANTBETVEENNEAD vmaV FLANGES SECTION A —A (.1) L MULLION rIOOO P.V DESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 F—tITF I TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- L MULLION 48 'X 3/4 SELF 1000 SA ,TAPPING SMS HEAD (TYPJ SEALANT BETVEEN SECTION A —A (3) VINDOV FLANGES L M LLION 1000 P.V./DESIGNER SEALANT BETVEEN SILL (TYPJ VINDOv FLANGES L MILLION 8 X 3/4 SELF SMSI 1 InN$j(-1Sy11TUBE TAPPIING X 4 X 1/8 MULLION a8 X 3/4 SELF 1000 Sit TAPPING SMS HEAD (TYP.) .. SECTION' A —A (5) 1000 P.V./DESIGNER AUXILIARY p ATE SILL (TYP.) TW ADDITMNAL ANCH RIM VlEN REQUIRED).. 08 X 3/4 SELF TAPPING SMS O _O 1X2X3/B TUBE MULLION .. O CENTRAL. FL©IRMA B.0. A ',',D BY VOOD 0 8 X 3/4 SELF p.Ial ' GK BY OTHEF LTA1000S.H. TAPPING SMS . UAl i lJ1LLi R.N : HEAD (TYPJ OR/P4 ptrlPSECTIONA -A (2) y 1000 P.V./DESIGNER KAMM F' lUE # APPLIES TO HEAD & SILL WHERE 1' X 4" 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR a8 VOOD SCREV,(TYP.) EXTERNAL MULLION INSTALLATDON CLIP MULLION _ SILL (TYPJ . EL61L1 I A -- a8 X 3/4 SELF 1000 P.VJDESIGNER' TAPPING SMS f S[LL TYPJrTulo1X27/16 X3/8 FVln r TUBE MULLION a8 X 3/4 SELF II II SEALANT BETVEEN VINDOV FLANGE L MUlLII1N ' 08 X 3/4 SELF 1000 Sit TAPPING SMS HEAD (TYPJ SECTION A —A (4) 1000 P.V./DESIGNER SILL (TYPJ a8 X 3/4 SELF TAPPING SMS lxax3/e f--- t111-1 TTUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) TAPPING SMS 2X4X3/8 _ TUBE MULLION 1 1/8' M1N. ELEVATIO_ VIEWEO FROM EXTERIOR DETAIL B APPLIES TO HEAD t SILL. WHERE V X 21.. 6: 1' X 2 7/16•-TUBE -MULU015 ARE USED - ALLATION-ANCHM -. 88'VWD SEREV .. TYPJ HOR1L CLIP 08 X 3/4 SELF TAPPING SMS 1000 S.M. SECTION A —A (7) HEAD (TYPJ 1 ' MOl UIBEDMENi' - FLORIDA EXTRUDERS Ron°Fo>ma TITLE: SER. 1000/ 1500 FIN.- SHEET 1 -OF . 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2. OF. -FOR DESIGN PRESSURE CAPACITIES 9' ` • :: , ': DRAWN BY: MSH APPROVED BY: r,;;.,.,,.• DATE:2/6/02 scALE:NTS DWG.: 1HMFIN C COG F.V./DESIGNER SP_L (TYP.) re X ?it SVL TAPPING SMS Ioil 11! Y .: X :/F, SEAt.N: BEii _% ViN]QV FLANGES' t r.rLL N t Sm. jL.% 3=T`JEENI `— x 3/4 S:' S W..ILLICN TAa'iM1'a.'1cS•• rTLF L.: YF.7 SEALANT T.._c11 VIN2: FLAN'5SECTION . A -A. (I ) 4 WJLLi:::< y r GOO P.V./DESIGNER I SILL (TYP.) e X 3/4 SELF TAPPING SMS i X 2. 7/lb X 1/e TUBE MULLION SEALANT BETVELN L' INB_V FLANGES- MULLION 08 X V 4SELF ICGO S.H. TAPPING SYS HEAD ( TYP.) SEALAr: T EETVEEN S TiON A —A (3) VINODV FLPNO,ES t !' L Li7`7 00 F.V./DESIGNER SEALANT SETVEEN SILL ( TYP.) WINDOW =LANGES I ' o X 3/1 $ELF L M.LtLiGNTAPPING SMS X 4 X I/e r. nr€Ir-1nn / iUBL MULLION 08 X 3/4 SELF TAPPING SMS t000S-K . HEAD : TYP.) g= rTiON A —A .(5). t000 P -'./GES!GNER I TYPICAL MULLON TO CONCR-'_ C JAMe SILL (- ( TYP.) I (A-FRUESTO JAN.? WHERE I" M 4' , Q-j-•, - TAI' __a 1 I L 2" X 4" TUBE MULLIONS AIR:; O, 1 TAPPING SMS I CONCRETE OR MASONRY BY LITHERS \ rnry1 T i t — INSTA_LATIGN ANCHO; 3/16' DiA. i _ 3ii: I r TAPCON SCR_V ANCHOR 'TY=.) Itj I CX- CRNAL' HULL 0% ONE. BY V.'}CP_%{ INSTALLATION CLiF B. ucx 5Y OTHERS ! CENTRAL, . F FORMA . B.O.A.F. k 3/t CF' Y tL!N APP!N_ sMs h1ANi1FACTUR.R.NA16iE: EA3 4T'YP.) 'GdR/PA f==yDERS SECT; Oi: A —A /2&LkSM FML. I r IOOG P.V./LE'.:,;tiR 1 SI'_L (TYP., I a° X 3i4 SELF ECG P.V./D_S!GNER ihPi:iN3 sr.$ I X 2 7/15 X 3/8 SILL (TYP.) TUBE MULLION r.4 F•.- 1 1/4' M!N. 41 re w 3/4 SELF EHB3_D!•ENT TAPPING SMS j— uTrl / TS,'BE4MULLION SEALANT BET':EEN VINDDV FLANGE - ae x 3/t SEL= 1000 S.%i TAPPING SMS HEAD ( TYP.) SECTION A —A, i A) 1000 P.V./DESIGNER SILL ( TYP.) 08 X 3/4 SELF TAPPING SMS 1X4X3/8 49 X 3/4 SELF i A?PI.`:. SKS 000 S.H. kE X .3/4 SEL- TAPPING SMS N.4TN n VIEWED FROM EXTERIOR STIONA —A (7) s FODFLORIDA EXTRUDERSINTERNATIONAL.: FLORIDA TITLE: SER. 1000/1_500 FLANGE SHEET- 1 OF 2 I Hn Rtr Zn T AL TtiTrLTILLij NISEc—. I. ON SEE EMHER SIDE l S.HE F_ GF'-.2i F L!R DESIGN PRESSURE CAPACITIES DRAWN BY: N;SH APPROVED BY: : . n 15 2(702..; DATE: r:'<!02 _ SCALE:NTS. DWG.: 1HMF1_G - S 1000Sx IX2X1/8 1000 SA JAMB (TYP. > TUBE MULLION JAMB (TYP.) N8 X 1/2 SELF TAPPING SMS 1 X 2 X 3/8 TWO BY WOOD TUBE MULLION j BUCK BY OTHERS t8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS EMBEDMENT I 2 X 4. X 3/8 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLION VINDOV FRAME VINDOV FRAME L MULLION L MULLION N8 X 1-1/2 SELF NB X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION •A —A (2) MULLION I X 2 7/16 X 1/8 1000 SA 1000 S.H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYP.) JAMB (TYP.) JAMB (TYP.) - TUBE MULLION 18 X I/2 SELF 1 8 X 1/2 SELF 48 X 1/2 SELF TAPPING SMS TAPPING SMS TAPPING SMS SEALANT BETWEEN VINDQV FRAME L MULLION 08 X 1-I/2 SELF TAPPING SMS SECTION A -A* (3) IX4X1/8 TUBE MULLIGN 1000 S.H, 1000 S.H. JAMB (TYP J JAMB (TYP.) D8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME L MULLION n8 X 1-1/2 SELF - TAPPING SMS - ' SECTION A -A (5) t8 X 1-1/2 SELF-, / VINDOV FLANGEEALANTS . SEALANT BETWEEN TAPPING SMS L MULLIONVINDOV_FRAME L MULLION SECTION A -A (7) 8 X 1-1/2 SELF. ' TAPPING SMS DETAIL C SECTION A -A (4) TUBE MULLION •Q• JIA A IF- 0iF N8 SELF -TAPPING — DETAIL C SHEATHING• Lu INSTALLATION ANCHOR 08 WOOD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP APPLIES TO HEAD & SILL -WHERE 1' X 4' k 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD do SILL WHERE I' X 2' do 1' X 2 7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL 08 VOOD SCREW TYPJ SILL CLIP 11/ 8' MIN.• EMBEDMENT. sNrATNtrc- vmD fRAMWG. . AUXILIARY- PLATE FOR ADDITMNAL.ANCHORS, WHEN REQUIRED) E) G SMS ( TYP.) DETAIL B LION / M8 X 1/2 SELF ELEVATION TAPPING SMS VIEWED FROM EXTERIOR L SEALANT BETWEEN WINDOWFRAMEL MILLION A8 X.1-1/2 SELF TAPPK' SMS SECTION A -A (6) FLORIDA EXTRUDERS D R IDATrrLE: SER. 1000/ 150.0 FIN SHEET. 1 OF. 2 VERTICAL, MULLION SECTIONS-....... - I F 132002 SEE OTHER S I DE ( SHEET 2 -OF -2) . FOR . DESIGN PRESSURE CAPACITIES' DRAWN BY: MSH APPROVED BY: : DATE: 2/6/02 I SCALE: NTS' DWG.: 1VMF-IN- y x z x ; secc s.:(. x z x 3/e I GNE BY WOOD_ DETAIL CUK- MU_LEuN , JA`{5 <TYF•,) 1 `%''K MULLI^u.V i 3::C< by riHEK. 1 1 L rONCRETi R MASONRYI11/a' MIN GTNiKSy e X :!e ScLF ae X lit 5-_r n(M-KTTA?PiNG SMS TA. SMS 146 6. I SEALA'4T B_7 `\ t SEALA!R. BETWEEN I _ I i - •' .:._.- l!,.,.:. .CE<_ vi.: : -1-Asn-S `.. INS?a-L.4TIC pNCy^_4.3!t£' LIA. a MUL; vL '" _ _ 0 d x 5 • ,. , .- V : X -RNAL MULLION TAPPIN_ SMS ,-P i _ $NS :-K C' - 4SLC T ION A -A ' 1 } SECTiOiN' -A—A (L} _J i Tr A:.'mQ _GNV TO CON--RZT" 4 1,1%L :h II , (P-DUES -0 i4E D' & SILL N:-IcR: 1 i r- X- 2 7/,5 X :/E - u__ ruLLlu` . X 2 %n6 x 3/6 cca sY ` L =fin z 2' X _ - ,:es 17G^- S.H TUEE Nt9_LiuN JAMB (TYPJ I JA`52 (TYP.) JAM3 (TTP.) 1 - ( UP ra?x1/ SUS r INSTALLATION ANCHOR 5 x i/2 Sr_Ll -e X 1/2 SELF !i I ) 3/1E' DI.A. T4FCGN A. ANC SMS iAF?iNG SMS I SCREV .ANCHOR,(TYP.) N 1 I .. ff SILL CLIP k8 X I-!/2 SELF` SEALANT BETVEEN - I__J SEALANT BETVEEN SEALANT BETVEEN TAPPING SMS . VIN(Y±V FL4NGSS - - 1 !/a' NiN. . VINBDV FLANGES VINBGV FLANGES L MULLION v 1 1/4,,MWN. t M(LLIG 6 MULL MN 5-Esex1-1/2 SELF pQ .r .-I/ SE, r SETICN A —A (7) TA?P[nTi SMS TAP?IryG:SMS DCTAIL C — PRECAST. SILL BY-CTHERS SE•C110N A —A (S) ;,CTiCiJ .4—A (4} j 1ARY- P;.AT;- 1 I :FrR• aDD!TIC`tAL ANCHGRS, V-EN RE6UIREII). i x < x t/FE " ' 1 X 4 X 3/S ' I - TU2E MULLION TUB:-' MULLIO.ti i i p .• s— I Q A. A. JAM3 (TY?.) JAM3 (TYP.) . i' .7+"'- o cr_r reooruC / Mi9I tiiN I .. - SMS (TYPJ .. • `— l:cTATi_ A ELTVr TIQM1.. t ae x 1/2 SELF ae x 1/2SELF I MEWED FROM£XTERiOR I TAPPING SMS TAr'Pi1:G SMS -- ----- TLORIDA EXTRUDERS -INTERNATIONALsnxl> Rmn TITLE: SER. 1000/ i u0'"FLANGE - . SHEET 1 OE c VER; y:_ ML ih SEfZTi.GNS SEALANT BETVEEs SEALANT` BETVEEN I ' VSNDOV rLANGES - VINDDv:LANC{S j SE.c. OTHER SIDE <SHEET"c:.0''2)`:rtCJ2Nv,..L1aN \ ruVLFH D=SIGN. PRESSURE: CAPACITIE_ S`:`_: \—le x I-!/z SELF -•as x I-t/z se F. . TAPPING SMS TAPPINGINC.-SMS FEB5SEr,TIO,; -. _;;_;;. .., i -L(J2- IDxAWx BY: MSH . "APPROVED BY:.' _ .. ,.. jDATE:2/1 /C'2 1SCALE. N TS DWG.: 1 V"FLG ao x x 3/e 1v'Gv S.r — i i_ wl _ION Jgvc ."Y?.) .1 J . JBE MU'_ N _A . iY? ; 1 e X _ S=LF 7nocl% Svc 6 x :/2 SELF 2 x a x.3/6 — TAc?iNG SMS\\ Tu-SE ML_L :2,N r - 6 i)2 __ xy lac: S. e• A :N SEALANT aETV :EN .\ :At!(TY=-, L-,i . 'r i..-o v FLANGES —' •_ Cav:NuGV iS t '.J!i.t]N e - . - t:A. riNG SINS 1 ` TA=?iN-n SAS c'r'TION A —A / I I S CT:pNv .-A ( j 27/16X:/e 1 x27/16X3/e TUK MULLION' t:^.9C S:•1. "'j T a:aa Sari JAMB (TYP.: t t r T t JAM? (TY?.) TA`Ixl/2 SELF 08 X i/c' SELF TAPPING SMS ` I r TA.P?INri SMS TYPICAL V_PMCA- TO PCrt`Z .N A_ MULLION TO IJVLL'CN t,a X .I/-c S__F SEALANT KTVESN VSNLOV FLANGES xe X 1-:/2 SELF t LN TAPPING SMS SECTiOiN A"A (7) SEALANT BETWEEN j1 SEALANT BETWEEN WINDOW FLANGES VLIECV FLANGES -Ve X 1-1/2-SELF t KjLLULN t MULL1ON - TAPPING SMS TAPPING SMS. SECTION 4—A. Q SECTION. A -A (4) 1 x 4 x 1/e r 1 X 4 X 3/8 Ig a Ftoa laec s.;.1 too';S.K- F /D U Y.-., JAwn Tvr)iAS1 ? TER F # d4 a6 x 1/2 SELF a8 X 1/2 SELF TAPPING SMS TAPFiNG SMS SEALANT BETWEEN \ SEALANT B_TVEEN GEVINCOWFLANS VtNLS v'F!Ar,-s p8 x 1-1/2 $cL' t NUL! it1R -. _.. t. NU' :_ION - . - .. !: U8 X 1-1/2 SELF T°P`"IG S TAPPING SMS S'CTiQN A —A (JSECTION i'—A. ('C. I /' - \ o ' iDEINLS. IT1j Al I I A E3 7APP3' G S ELEv-'. iCN tme. Z VcC. IdE.^r FROM INTERNATIONAL, INC FLORIDAEXTRUDERS.: SANFORD,'- FLORIDA j nU:SER 1GGG/ i 5Gv = LANGE SHEET.' 1: Gr'_ .,2 U VERTICAL MULLTON.7NTO HORIZONTAL' SEE . OTHER S I DE C SHEET-- 2. OF 2) OR` DESiGN`.: PRESS•U:RE CA.PAC.I,T'IES . FCB 15. L._12 DRAWN HY: MSH APPR0VZD HYi : DATE: 2%6%02. I SCALE: \ I S DWG.: 1 VMHMF_LG.. d I i INTERNAL CLIP r- INSTAL! ATI3r: mc.4R DIA TAPC'r(' Ij ( SCREW ANC:CR (TYP.) I SP_ L CLEF Q •: 11/4' NIR E NEcCNENT PRECAST SILL BY OTHERS' AUXILIARY' PLATE' F. Z,4QL1TiONAL Ah. -iMS. WHEN REGULREW o SEALANT BETVEEN WINDOW FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYP.) 68 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) CElyIs kL FLOR1art'X lA. ®. t3.• FUE # SEALANT BETWEEN SEALANT BETVEE WINDOW FLANGES WINDOW FLANGES L MILLION t MULLMN r2000 P.V./DESIGNER SILL (TYP.) 48 X 3/4 SELF PIN . 1 T XX4 1/ 8 TUBE MULLION 18 X 3%4.SELF 1000 Sx TAPPING SMS HEAD (TYPJ ..-...-_._.. SECTION A -A (3) APPLIES TO HEAD & SILL WHERE 1' X 4- AUXILIARY PLA DETAIL & 2' X 4' TUBE MULLIONS ARE USED 2000 P.v DESIGNER TM ADDITM'"L AICNMS..W/EN REDUWD) SILL (TYP.) O ' 48 X 3/4 SELF SHEATHING' TAPPING SMS ifu vni 11 1O O 1 X 2 7/16 X 3/8 TUBE MULLION INSTALLATION ANCHOR on WOOD SCREW (TYP.) 0 EXTERNAL MULLION TWO BY WOOD INSTALLATION CLIP BUCK BY OTHERS N8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) 2000 P.V./DESIGNER SECTION A -A (2) SILL (TYP.) B8 X 3/4 SELF TAPPING SMS 2 X 4 X3/8 TUBE MULLION SEALANT B WINDOW FI L MULLION 88 X 3/4 SELF TAPPING SMS 2000 P.V./DESIGNER `— 1000 S.M. SILL (TYP.) HEAD (TYP.) a8 X 3/4 SELF SECTION A -A (S) TAPPING. SMS 1 X 4 X 3/8 . iFiUHE MULLION 1 8X 3/4 SELF TAPPING SMS 1000 S}i HEAD ( TYP.) SECTION A -A (4) MULLION APPUES TO HEAD R SILL WHERE V X 2' QI' X 2 7/16- TUBE YUUJONS ARE USED DETAIL 8 WALLATICINARCM12 mDSCREWJM CLIP. L1 1/8', MIN. I EMBEDMENT I EMBEDMENT 7 E. I FLORIDA-.., EXTRUDERS° o a nmt&.' 2000 F.IN SHEET 1- T ti tl- HORIZONTAL _MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF 2) FOR DESIGN PRESSURE•«CAPAC-ITIES,-:,;:.::.:,; RAWN BY:MSH' APPROVED BY.: - ATE: 2/6/02 SCALE: NTS DWG.: " 2HMFINTR 3o I 2000 P.V./DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS IX27/16X 1/8 1 / TUBE MULLION - SEALANT BETVEEN ~ SEALANT BETVEE VINDOV FLANGES VINDOV FLANGES L MULLION L MLLLD]N 8 X 3/4 SELF 2000 S.H. TAPPING' SMS HEAD (TYPJ SECTION A —A (I) r R.S , rr Pi i fyU l•2.6'u t, B.®.AS. MANUFA LORI D A VjS-LSR ME # SEALANT BETVEEN VDJDOV FLANGES L MULLIDN 2000 P.V./DESIGNER SILL cTYPJ M8 X 3/4 SELF 1 TAPPING SMSIX 4 X1/8 TUBE MULLION TYPICAL LIULLION TO CONCRETE'm JAMB APPUES TO JAMB WHERE I' X V. DETAIL k -2' X 4" TUBE MULUONS ARE USED) Q r 2000 P.VJDESIGNER I SILL (TYP.) CONCRETE OR MASONRY 08 X 3/4 SELF BY OTHERS TAPPING SMS I X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA. TUBE MULLION TAPCON SCREV ANCHOR (TYP.) ONE' BY VOOD EXTERNAL: MULLION INSTALLJITOIV CLIP BUCK BY OTHERS :.•' ' 2000 P.V DESIGNER - MULLION 08 X 3/4 SELF . SILL (TYP.) . 2000 S.H. TAPPING SMS HEAD (TYP.) 08.X 3/4 SELF SECTION A —A (2) TAPPING SMS 2X4X3/8 Q' TUBE MULLION I SEALANT BETVEEN - .• 1 .1/4' MIN. . . VINDOV FLANGE _ EMBEDMENT L NILLIDN .... _. 08'X 3/4-SELF TAPPING • SMS _ 2000 S.H. . . ...... ... .. ._..:.... ._ .: .. _ 2000 P.V./DESIGNER HEAD (TYP.) slu.crYPJ SECTION08X3/4 SELF -.._. _ _.. r _. TAPPING 1 "XS 4 X 3/8 TUBE MULLION , ELEVATION.: VIEWED -FROM ' EXTERIOR 9 MV FLAtGE S".: AORIDI ',-EXTRUDERS SII D, FLO a L MILLWN TrrLE: SER...:200.0_!.FLANGE SHEET TR_ I PLE. H R LZONTAL MULL I ON.,SECT_.IONS.. . 08 X 3/4 SELF "' 08 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET-r2 OF -.2) FOR 2000 S.H. SS.H. SA2000 HEAHEAD (TYP.) DES I GN:=PRESSUREv:CAPAC I T I ES 7:. ,. cTYPJ _ SECTION A (3) • SECTION ' A —A (4) DRAWN HY• MSH • , ;.,'' DATE: 2-/6/02.._..: seALe:-NTS::-=- nwc::2HMFLGTR— ' --- TAPPING 1 "XS 4 X 3/8 TUBE MULLION , ELEVATION.: VIEWED - FROM ' EXTERIOR 9 MV FLAtGE S".: AORIDI ',-EXTRUDERS SII D, FLO a L MILLWN TrrLE: SER...:200.0_!.FLANGE SHEET TR_ I PLE. H R LZONTAL MULL I ON.,SECT_.IONS.. . 08 X 3/4 SELF "' 08 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET-r2 OF -.2) FOR 2000 S.H. SS.H. SA 2000HEAHEAD ( TYP.) DES I GN:=PRESSUREv:CAPAC I T I ES 7:. ,. cTYPJ _ SECTIONA ( 3) • SECTION ' A —A (4) DRAWN HY• MSH • , ;.,'' DATE:2-/ 6/02.._..: seALe:-NTS::-=- nwc::2HMFLGTR— ' --- 2000 SA 1 X 2 7/16 X 1/8 2000 S.H 1 X 2 7/16 X 3/8 JAMB (TYP.) 1 TUBE MULLION JAMB (TYP•) TUBE MULLION 8 if 1/2 SELF C8 X 1/2 SELF TAPPING SMS TAPPING SMS DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION INSTo INTERNAL 1 1X OR 2X MULL i 2X 4.X3/8 TUBE MULLION EALANT BETVEENS.. SEAL/WT BETVEEN M8 X 1-1/2 SELF 2000 SA - - Vl py FLANGES VIM 3W FLANGES- •• 'TAPPING'SMS JAMB (TYPJ' - a'KAAMN 08-X 1-1/2 SELF MULLM4 . 1X OR.;2X MULL TAPPING SMS < DETAIL i8 X 1/2 SELF SECTION A —A (1). SECTION A —A (2) TAPPING SMS . euTD( ANCHM SCREV ANCHOR CTYP.) 1 X 4 X 1/8 1 X 4 X 3/8 SILL CLIP TUBE MULLION TUBE MULLION - v= 2000 SA 2000 S!l SEALANT BETVEEN' 68 X 1-1/2 SELF. 1 1/4' MIN VINDOV FLANGES TAPPING SMS - " • _ EMBEDMENT JAMB (TYPJ JAMB (TYPJ I... MULLION. v . SECTION' A —A '(5)' Q.. . —TPRECASTSILLBYOTHERS AUXIUARY PLATE H8 X 1/2 SELF a8 X 1%2 SELF - TAPPING-SMS TAPPING SMS i OD ANCHORS, REOUDTffORAITTIINALAS, WEN ED) SEALANT VINDOV FLANGESlETVEEN- SEALANT BETVEEN 98 X 1-1/2 SELF - j `.. . y VINDaWmFLANGES TAPPING SNS L 161L.LIDN L MLLLMN A A8X1-1/2 SELF TAPPING SNS MULLIDN SECTION A —A (3) SECTION A —A (4) _ . 8 SELF TAPPING SMS CTYP.) - `.DE TAn' B - FLEVATION VIEWED FROM EXTERIOR INTERNATIONAL, INCYL®- FLORIDA EXTRUDERS ;SMFORn;_FL0RII)A CENmu: SER.. 2000 FLANGE -:.SHEET-.T14 OF` 2 VERTICAL--MULLdON INTO' HORIZONTAL,::.:' o Rl SEE OTHER -SIDE':. ( SHEETt-2-..OF 2) DESIGN -PRESSURE 'CAPACIT•IES-.?= YflA.... 18 z 2f312 nRAWN BY: JBH ' APPxovm aY: nArE:2/2/02 .:.. SCALE: NTS .. nWc.:_.2V.CHFiMFLG _ ... . FS SEALANT BETWEEN WINDOW FLANGES L MILLION SAUXILIARY P T_& tO--uIlAL B-Y.A*S. TCR ADDITMMAL 4 ANCMU. WHEN REOUIRED) AI MANUFp, CTUaR NANZ. 2000 P. v./DESIGNER 2000 P.V./DESIGNER MULLION SILL ( TYP.) SILL '(TYPE 0 08 X 3/4 SELF tr8 x 3/4.SELF TAPPING SMS, TAPPING SMS TWO BY WOOD BUC%.BY OTHER 1 X 2 7/16 X 1/8 jjj l% 2. 7/16 X 3/8 TUBE MULLION / TUBE MULLION SEALANT BETWEEN ` A 08 X 3/4 SELF 1000 S. H. TAPPING SMS HEAD (TYP.) SECTION A - A (1) SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES VINDOV FLANGES E. MULLION' E MULLION 2000 P. V DESIGNER SILL (TYP.) p8 X 3/4 SELF TAPPING SMS I X 4 X 1/8 TUBE MULLION p8 X 3/4 SELF TAPPING SMS 1000 S. H. HEAD (TYP.) . SECTION A — A (3) APPLIES TO HEAD. & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING .. INSTALLATION_ ANCHOR 08 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION 2000 P. V DESIGNERDETAIL C _ '— A SILL (TYP.) p8 X 3/4 SELF 1000 S. H- - TAPPING SMS p8 X 3/4 SELF HEAD (TYP.) TAPPING SMS 2X4X3/8 /_:_ SECTION A - A (21 TUBE MULLION. L 1 1/8' MIN EMBEDMEN ELEVATION . SEALANT BETWEEN - .... • VIEWED'FROM EXTERIOR WINDOW FLANGE - APPLIES TO MEAD. Ac•.SILL WHERE I- X 2- L'MULLION .. .. ._.. .-I'..x 2 7/16'—TUBE, MULLIONS ARE USED TALLATTaN Now l8 WOOD SCREW CTYPJ 2000 P. V./DESIGNER p8 x 3/4 SELF `HORIL CLIP SILL (TYP.)' TAPPING SMS 08 X 3/4 SELF TAPPING SMS 1000' S.H. SECTION A -A (5) 1 MDR 1 X4X3/8 HEAD (TYP.) CMBCDMCNT TUBE MULLION FLORIDA EXTRUDERS ; RD° A t. Trlu: SER. 2000 FIN " SHEET ' 1 F _2 TWIN HORIZONTAL MULLION 'SECTIONS'= SEE OTHER SIDE ( SHEET. 2 OF •2) . FOR rLp8 X3/4 SELF ff r. DESIGN PRESSURE CAPACITIES IooO SATAPPING SMS 1. EB Luv[ i. .,'. >...., :..: . HEAD (TYP.) IDRAWN BY: MSH SECTION A — A (4) DATE:2/6/02 SCALE: NTS DWG.:: 2HMF INTW SEALANT BETVEEN VINDDV FLANGES- MAI.IDN TYPICAL MULLION TO CONCRETE m JAMB APPLIES TO JAMB WHERE I- X 4' DETAIL B Qh2' X 4' TUBE MULLIONS ARE USED) r2000 P.V./DESIGNER SILL (TYPJ I p8 X 3/4 SELF TAPPING SMSIX 2 7/16 X 3/8 TUBE MULLION itz X 3/4 SELF 2000 S.H .TAPPING SMS HEAD (TYPJ SECTION A —A (2i SEALANT BETWEEN WINDOW FLANGE t MULLION mmu F`A/ D URER UU NAME: SEALANT BETWEEN .. - VUCGV FLANGES t MULLION 2000 P.V./DESIGNER r 2000 P.V./DESIGNER SILL (TYPJ f SILL (TYPJ 8 X 3/4 SELF / 48 X 3/4 SELF TAPPING SMS TAPPING SMS 1X4X1/8 1X-4X3/8 1 t-ln>-1 / TUBE MULLION - TUBE MULLION 2000 P.V./DESIGNER SILL (TYP,) 8 X 3/4 SELF TAPPING SMS1X 2 7/16. X 1/8 IZ()n TUBE MULLION SEALANT B WINDOW FI t MULLION ItB X 3/4 SELF- 2000 SIi TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN WINDOW FLANGES ' t MULLD2N ' 08 X 3/4 SELF 08 X 3/4 SELF TAPPM SMS TAPPING SMS 2000 S H. 2000 S.H. HEAD (TYPJ HEAD (TYP.) SECTION A -A (3) SECTION A —A (4) . CONCRETE 0R MASONRY BY OTHERS ' INSTALLATMN ANCHOR 3/16' DIA TAPCON SCREW ANCHOR (TYPJ EXTERNAL MILLION ONE BY VOOD INSTALLATION CLIP BUCK BY. OTHERS MULLION 2000 P.WJDESIGNER SILL (TYPJ _... _....... t18 X 3/4 SELF TAPPING SMS 2 X"4.X 3/8 TUBE MULLION Q ' L- 1 1/4' MIN. EMBEDMENT DETAIL B MB X 3/4 SELF \ ATAPPINGSMS 2000 S.H. / HEAD (TYPJ SECTION A -A (5) ELEVATION_:_ ' VIEWED FROM -.EXTERIOR FLORIDA EXTRUDERS on° NioxIDn 7ME: SER.; 2000, FLANGE'- "SHEET; ', F- 2 - T41IN HOR'IZONTAL'MULLI'dWtECTIONS ' SEE OTHER SIDE (SHEET-2 OF -2)- F R DESIGN _ .PRESSURE, CAPAC,I-TI,ES. t F_8 2MV2 DRAWN Ey: MSH APPROVED $Y:,? t. DATE:2441.02,... SCALE:,NTS .,r DifG:i '2HMFLGTW'- q4 TWEEN VIINNFLLANT ANGESL MULLION AQXILIARY PLATE OTit ADUTZOIAL ANCH= WEN REOUIRM p. CENTRAL FLORIDA S. ®. A. F. MANLJFAC' IURER NAME: F=o _o F - - iaS' I'ER FELE # 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL' ( TYP.) SILL (TYP.) 3/ 4 SELF N8 X 3/4 SELF PING SMS TAPPING SMS, 008X 1 X 2 7/16 % 1/8 TUBE MULLION I X 2 7/16..X 3/8 TUBE MULLION SEALANT VINDOVFLANGES L MILLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD ( TYP.) • SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN vtNDOv FLANGES ULL RANGES L K LMULLIONulLION 2000 P.V./DESIGNER SILL ( TYP.) W8 X 3/4 SELF NAPPING SMS 1xax1/ E irTTUBEMULLION08 X.3/4 SELF NAPPING,- SMS I 00 sx HEAD ( TYP.). CCI- TInM A —A 48 X 3/4 SELF 1000 SA ' TAPPING SMS WAD, ( TYP.) SECTION A —A (2) SEALANT BETWEEN . WINDOW FLANGE L MULLION ..• . 2000 P.V./DESIGNER SILL ( TYP.) 18 X 3/4 SELF TAPPING SMS IX4X3/ 8 I / TUBE MULLION 8 X 3/4 SELF TAPPING SMS 1000 S.H. HEAD ( TYP.) SECTION A —A (4) AI C TWO BY WOOD BUCK BY OTHEF r 2000 P.V./DESIGNER ILL ( TYP) ' APPLIES TO HEAD do SILL .WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING fT8 X 3/4 LrU / TAPPINGSMS2 X 4 X3/8 TUBE MULLION 1 1/8, MIN. - - FFF------ EMBEDMENT '-= ELEYAnoN .. VIEWED FROM;EXTERX)R DETAIL B APPLIES TO HFAO'& SILL -WHERE 1' X 2'- I- X 2 7/16-. TUBE MULLIONS ARE USED tHrATX u SECTION A —A (S) S ALLATL]I ANL1 I . . LB vao0 SCREW c'( TYp.) . IbRI2. 0.1P . e8 X V4 SELF TAPPING SMS 1000 S.H. EMBEDNEMT HEAD (TYP.) FLORIDA. EXTRUDERS_; "RD..RIDA TrrL. E: SER. -2000 f IN - . SHEET .1. OF.- 2 HORIZONTAL: MULLION-SECTIONS~ - SEE OTHER S I DE (SHEET 2, OF_ 2)-' 1OR DESIGN PRESSURE .,CAPACITIES," DRAWN BY: MSH _ APPROVED_BY:._ DATE- 2/6/02 jSCAIX:NTS -;-'DWG.: -2HMFI.N,!-.-- 5 TYPICAL MULLION TO CONCRETE 0 JAMS A UES TO JAMB WHERE 1' X 4* DETAIL T, J, P2PX 4- TUBE MULLIONS ARE USED) Q771 SEALANT kTVEEN SEALANT BETVEEN vINmw FLANGES VINDOV FLANGES 16 MULLION I & MULL . 113N ' 2000 P.V./DESIGNER 2000 P.V./DESIGNER f SILL (iyp.) SILL 8 X 3/4 SELF #0 X*3/4 SELF Mi TAPPING SMS TAPPING SMS' IX2 7/16 X 3/8 FI X 2 7/16 X V8 TUBE MULLION TUBE MULLION 08 X 3/4-SELF p8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.K -TAPPING SMS HEAD ( TYPJ HEAD (TYPJ SECTION A -A (1) SECTION A --A (2) SEALANT BETVEEN VIKDOV FLANGE L MLLLMN 0ORA . vASEALANT BE TVEEN1, SEALANT,.BETVEEN VINMV FLANGES VINDOV. FLANGES MMULLIONL 2000 P.VJDESIGNER 2000 P.W./DESIGNER SILL ( TYP.) S SyLL. (TYPJ 08 X 3/4 SELF 08 X-3/4 SELF TAPPING SMS TAPPING SMS 1. X 4 X ve I X 4. X 3A 1 TUBE MULLION TUBE MULLIONall a7lA. 4t 3/ 4 . SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 20a SK X T 2000 S.K HEAD ( TYPJ HEAD (TYPJ SECTION A -A '(3) -SECTION A —A CONCRETE OR MAS(INRY BY OTHERS INSTALLATION ANCHOR 3/161 DIA. TAPC13N SCREV ANCHOR (TYPJ EXTERNAL MULLION B* WOOD ------ > INSTALLATION CLIP BUCK BY. OTHERS 2000 PVJDESIGNER 141LJ- rm SILL ( TYPJ 08 X 3/4 SELF TAPPING SMS 7 2. X. 4 'X 3/9 TUBE MULLION 4\_ LI 1/4' MIN. EMBEDMENT A 08 X 3/4 SELF TAPPING SMS . ... ...... . 20M S.M. HEAD ( TYPJ SECTION A-A'(5) // ELE VATION0VIEWED- FROM EXTERIOR DUEPNATIONAI, INC, FLORIDAEXTRUDERS. .-sANFoftD, FL, TnIE: SER. 20OOz-FLANGE- SHEE;,T--I. OF.,2-. A. A,- HORIZONTAL MULLION'SECT - ONS 22 OR SHEETOF2)*; SEEOTHERSIDE ( .,:-F DES IGWPRESSUR&-CAPAc!,T-IES 6 2LIR Om BY: MSH I DATE: 2/4/ 02-1 Sda:.NTS.1- —j DWG.: -::-2HMFLG 2000 Sit JAMB (TYP.) 2000 Slt JAMB (TYP.) TVO BY WOOD _ BUCK BY OTHERS ' 1 1/8, MIN... EMBEDMENT l X27/16X3/8 _ TUBE MULLION. 2 X 4 x 3%8 TUBE MULLION : SHEATHING t8 X 1/2 SELF : _ " INSTALLATION ANCHOR t8 VOOD TAPPING:SMS SCREW (TYPE EXTERNAL MULLION MSTALLATIDN CLIP 2000 Sli MULLION JAMB (TYP.) . APPLIES .TO,'HEAD &..SILL WHERE 1" X 4' 2' X-4-TUBE MULLIONS ARE USED SEALANT BETWEEN - t8:x 1/2 SELF -- APPLIES .TO HEAD h. SILL WHERE 1' X 2- VINDOV FRAME - --' TAPPING SMS ' ' ' ' do 1' X 2.7/16- TUBE -MULLIONS ARE USEDLMULLION 2 SELF INSTALLATION ANCHOR TAPPING SMS OtTAIL to VOOD SCREW SECTION A -A (2) (J SILL CLIP SEALANT BETWEEN .., . ....__ . . .. _. . TAPPINGI 2 SE F `IND FLANGES :: a _ 1 1/8• MIN. I 1 IiJIrAQ."I'MER NAME: _ EMBEDMENT GoRinA SECTION A-ALM It Ed'I' R FM # DETAIL C AUXILIARY- PLATE 1 X 4 X l/8 __.. ... '1'X-4-X 3/8 - c- _... (FOR•ADDITDJNAL=CHORANS•tVHEN REQUIRED) TUBE MULLION _TUBE MULLION - - - -- _ 2000 S.K A A - JAMB '(TYP.) k8 SELF. TAPPING 08 X 1/2 SELF, 08 X 1/2 SELF SMS (TYP.), ` DETAIL B MULLION' TAPPING SMSI TAPPING-SMS ELEVATION. EX. VIEWED' FROM. EXTERIOR v`` FLORID EXTRUDERS SANFOR , FLLO,RIIDDA TTIu:SER." 2000`•FINT' - SHEET I -OF 2 VERTICAL:MULLION: SECT,IpNS SEALANT BETWEEN ;SEALANT BETWEEN VINDOV FRAME VWOOV FRAME. - L MULLION _ .. : L M -LaN H C . SEE OTHER SIDE SHEET 2 'OF .2)' FOR 08 X. !=!/2 SELF. - TAPPING. SMS TAPPING. SMS - DRAWN BY: MSW "'" APPROVED'BY: ' SECTION A -A (3) - SECTION A -A (4) Dare:2/6/02 SCALE: NTS DW.G-: -2VMF IN 1 X 2 7/16 X 1/8 J, TUBE MULLION t8 x 1/2 SEI TAPPING SAS SEALANT HETVEEN VINDOV FRAME L MULLION t8 X 1-1/2 SELF' TAPPING SMS SECTION A —A (1) ONE BY VOOD, 2000 S.H -1 X 2 7/16 X 1/8 2000 SA 1 X 2 7/16 X 3/8 , i BUCK BY OTHERS JAMB (TYPJ TUBE MULLION- JAMB (TYPJ TUBE MULLION J DETAIL C CONCRETE OR MASONRY' 1 1/4' MIN Q BY OTHERS QEMBEDMENTQ a8 X 1/2 SELF N8 X 1/2 SELF j-- TAPPING SMS TAPPING SMS j 118X' INSTALLATIGN ANCHOR 3/16' .DIA .... _ - TAPCON SCREV ANCHOR (TYPJ EXTERNAL MULLION INSTALL'ATMN CLIP 2•X 4 X•3/8 SETVEEN SEALANT BETVEEN TUBE 14ULLIGN i : F' • : ; FLANGES VINDDDV FLANGES .: TYP CAL MUWON TO,",CONCRETE O HEADNLMULLION • . 2000• SR MULLMN APPLIES, SILL I' XLF TAPPING SMS 08 X 1-1/2 SELF TAPPING SMS -' JAMB (TYPJ Ls M... _ dc\2_X:4'TUBE`MUWONS ARE USED ) . SECTION A —A (1) SECTION A —A. (2) DETAILXt/2•SELF PPING SMSDVSTAILATION ANCOR 3/16' DI0. TAPCON 1 X 4 X V8 TUBE MULLION 1 X 4.X 3/8. TUBE MULLION SCAEV ANCHOR (TYPJ 2000 S.H. 2000 S.H. JAMB (TYPJ JAMB (TYPJ a8 X In SELF TAPPING SMS''.. _ _. FP ADDITttINAL ANCHORS WEN REGUIREDI LLi _tJ N8 X 1-1/2 SELF 08 X 171/2 SELF SMS CTYPJ MULLION TAPPING. SMS TAPPING SMS ELEVATION SECTION A —A Q SECTION A -A (4) MEWED FROM EXTERIOR : INTERNATIONAL, ;INC • FLORIDk EXTRUDERS < sil oi;n, i'LOR>DA: MMW} ACT 5:...... TrrtEW S ._. 20.0:4NG S :;:1:-0.: o / VERTICAL MULLION SECTIONSJ= MAST FHH.. _$ ' — SEE OTHERi S-I-DE•z{ SHEETa..-2•,OF, 2)_;FOR. 19 DESIGN PRES:SURE,CAPAC-4T.IES•.= DRAWN aY: JBH •nr' :APPROVED' HY:?Z?r= "=f'+ GDATE:2/2/_,02scALE:,NT_S DWG:: SILL CLIP 08 X 1-1/2 SELF -SEALANT-BETVEEN Q::. - TAPPING. SMS Vt wv•FLANGES _. _ '... 1 MIN.:.:: •LMALDJN >= ---- EMBEDMENT SECTIONA=A'(5) -- EMBBE DETAIL C-. - - - PRECA s ` ST SDv BYQTHER AuxluaRY • PLATE i8 X 1/2 SELF TAPPING SMS SEALANT LANCES SEALANT BETVLANCES - vtxmvFLANGESWINDOWFLANGES . L MULLION L MULLION N8 SELF 1 FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 489M Builder: DR HORTON Address. '3y3 A pP a lozsc C+ Permitting Office: City, State: Za-f p r6 IF:-L 3 a 13 Permit Number: Owner: Zj.2.Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft) 2872 ft' c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A S. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.011= _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft- _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 W d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIP -Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florid -nergy Cod OWNER/AG LP 42!A Q41n DATE: Review of the plans and -t"E STspecificationscoveredbythisy0 _ ar o calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for , compliance with Section 553.908 Florida Statutes. PLANS BUILDING OFFICIAOTY OF E! !! An.. DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM =. Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 . 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM. = Points Slab 173.0(p) -31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 -3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 _X Conditioned, X BWPM = Points_ Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type1 R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) -1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 -0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2872.0 -0.28 804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System = Heating Multiplier Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT rWATERATINGX Multiplier = Total - Tank EF Numberof X Tank X- Multiplier X Credit = Totat Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 PASS 1,011s M EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. I.- New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number ofBedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ Single family _ 1 _ 4 _ No 2872 ft2 - 319.0 ft2 0.0 ft2 0.0 ft2 0.0 ft2 R=5.0, 173.0(p) ft R=11.0, 460.0ft2 R=3.0, 876.0 ft2 R=11.0, 785.0 ft2 R=11.0, 622.0 ft2 R=19.0, 2091.0 ft2 _ Sup. R=6.0, 320.0 ft 12. • Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Cap: 60.0 kBtu/Iv _ SEER:12.05 _ Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) o c't ST,tT in this home before final inspection. Otherwise, a new EPL Display Card will be completed ,, _ g o*, based on installed Code compliant featur s. pp ' s = rr.• o Builder Si a Date: 0 3 Address of New Home;3 7 3 Ao p U-(6 U S Q City/FL Zip: SC'1-f" )rd f - coD wE3a i3 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612A Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed In accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame RA or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY w ` Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 For: DR HORTON Notes: Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftz) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 36315 Btuh Latent Cooling Equipment Load. Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 40600 Btuh Latent cooling 17400 Btuh Total cooling 58000 Btuh Actual cooling fan 1933 cfm Cooling air flow factor 0.054 cfm/Btuh Load sensible heat ratio 82 % Boldrtalic values have been manually oveMdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. rc wnghtsoft RightSuite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 AC.(5 E:'FilesWrhod.n\2879\2879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D r Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 W x 0.0167 2. Winter infiltration load I A x 269 cfm x 32 *F Winter TD = 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = and door area Procedure B - Summer Infiltration HTM Calculation 269 cfm 9454 Btuh 26.6 Btuh/ft2 1. Summer infiltration AVF 0.40 ach , x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 *F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 153 cfm = 4526 Btuh I'roceaure u - tqulpment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 *F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1, wro0htsoft Right -Suite ResideraialT 5.0.64 RSR26015 2002-Feb-28 13:29:06 Zdk E:1Filesldrhorton1287912879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 r. 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 C wrightsoft RigttSuite Residential^' 5.0.64 RSR26015 2D02-Feb•28 13:29:06 E:\Filesldrhorton\2879\2879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 i WrIght50ft Rig dSuiteResidential T 5.0.64RSR26015 C, Q\ E:1Filesldrhorton\2879\2879REVD.rsr 2002- Feb-28 13:29:06 Page 2 RIGHT-J WORKSHEET o Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL X /th t(I. 1 Name of room Entire House LIWDIWFOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 fti heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft) Htg I Clg W) Htg I Clg ft) Htg I Clg ft) Htg I Clg 5 Gross a 14B 4.6 2A 1028 284 0 W Exposed b 12C 2.9 1.9 1000 64 0 0 walls and a 13C 3.2 1:2 552 1" 88 t.. 1 .. 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0- 0 0 e 0.0 0 0 0 0 0 0- 0 0 f 0.0 0 0- 0 0- 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Coding ENV 0.0 0 0 0- 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 et a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 88 406 181 b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 Is and c 13C 3.2 1.2 534 1682 625 144 454 168 221 82 64 202 75 lions d 0.0 0.0 0 0 0 0 0 0 L70 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cal a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 j e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3D50 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26-61 8.6 355 9454 30391 91 2424 779 181 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10 3725 10 OA 859 10°/ 118 10°/ 86 151 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0Appl. ® 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external coding 0 0 0 0 Less transfer 0 '••• 0 0 0 18 Dud gain 10 % 3234 10 OA 605 10 107 10 OA 26 19 Total RSH gain=(17+18)•PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (dm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ght501FC Right -Suite Residential 5.0.64 RSR26015 2002-Feb-28 13:29:06 CAC -A E:tFilestdrhortoM2879\2879REVD.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /tn to. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wail 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 It 13.0 x 21.0 ft 6.0 x 5.0 ft4CeiingsConditOption8.0 ft heaticool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg CIg ftl Htg Clg ft2) Htg I Clg W) Htg I Cig 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and a 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0- 0 0- d 0.0 0 0 0 0 0 0 0 0- e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0- 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0- 0 0- 0 0 0 Cooling E/W 0.0 0- 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 et a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Is and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 lions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ce a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0Note: room'k b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0rsdrspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 16 426 137 16 426 137 16 426 137 0 0 0 13 Subtotalloss+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10°/ 144 10 149 10 150 109 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int gains: People Q 300 0 0 0 0 1 300 0 0 Appl. ® 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 1027 1044 1377 0 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10 OA 103 10 OA 104 10"/ 138 101N 0 19 Total RSH gain=(17+18)'PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-1gj"1t50ft Right -Suite Residertial- 5.0.64 RSR26015 2002-Feb-28 13:29:06ACC-K E:1Filesldrhorton52879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET q fl• Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn ho. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RMj4MANUAL2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ftCeiingsCondit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftj heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg ft) Htg I Clg ft') Htg I Clg OF) Hip I Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 waits -and c 13C 3:2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 o 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0South0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0'"• 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 e)'posed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 parti'ions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) 1' 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 4541 10 2661 86 151 399 128 0 0 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10°/ 566 10°/ 154 10°/ 1902 10°/ 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10% 549 100/ 231 10°/ 157 10°/ 42 19 Total RSH gain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (cfm) 0 328 01 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential'" 5.0.64 RSR26015 2002-Feb-28 13:29:06ACC, E:1Filesklrhortont287912879REVD.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 MANUAL J: !th td. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 ft 15.0 It 28.0 ft 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 I'll heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg 112) Htg I Gg ftz) Htg I Clg ft) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 Q 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Coding ENV 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other door. a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 6,00sed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 w-As and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 Parttions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ci'ilingy a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 t, a 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 a `22B 13.1 0.0 59 774 0 0 0 0 0 0 0 m b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 19GT 1.1 00 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 Infiltration 1 11 0.0 0.0 0 0 0 0 0 0 0 0 0 12 26.61 8.6 90 23971 770 151 399 1281 15 3991 128 13 Subtotal loss=6+8.+12 9062 1511 1881 Less external heating 0 0 0 Less transfer , 0 0 0 14 Dud loss 109A 10 OA 151 1109A 188 15 Total loss = 13+14 9968 1662 2070 16 Int gains: People Q 300 0 0 0 0 0 0 Appl. ® 1200 0 0 0 0 0 •••• 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external coding 0 •••• 0 0 »» Less transfer 0 •••• 0 •••• 0 ••« 18 Dud gain 10 OA 872 100A 133 100A 167 19 Total RSH gain=(17+18)•PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (ctm) 0 521 0 79 0 1001•... Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrmghtSOft RightSuiteResidentialT 5.0.64RSR26015 2002-Feb-2813:29:08 ACCA E:1Filesrdrhortont2879\2879REVD.rsr Page 4 Y bath Oct to roof cap fan oa Q b.th duct roor Cap f.n V1 tL ZO d-* In caP H VC SLAB a 2 MIN I WALL ductmP Rating Hust haw a rint.un clearance of Indws around the air handler per the State Energy code. All duct has an rx. W=tatlon value .. nF/ Z O 1 0 r C7 2 P US p N. C7 C= (U to A o r N m D J O Q Q t1]J(n17 MIf MiTeke MiTek Industries Inc. 1*5 Not Oulel forty 00e, Sub 300 Cheslefield, NO 63011 USA July 11, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4544572thru I4544594. Total : 23 drawings. Job :DR2879E o--C— Builder :D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION E County :SEM-- .INOLE G6' g- /b Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 23 Truss drawing. 2) Truss Index. July 11, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. I, TRUSS INDEX OF JOB DR2879E Trusses included=23 0,"0R2879E\a.tre" 14544572 1,"\DR2879E\a1UAW 14544573 2,"\DR2879E\a7aAre" 14544574 3,"\DR2879E\a9a.tre" 14544575 4,"\DR2879E\ag.tre" 14544576 5,"\DR2879E\c1.tre" 14544577 6,"1DR2879E\cg.tre" 14544578 7;"\DR2879E\cg2.Ve" 14544579 8,'\DR2879E\cgab.Ve" 14544580 9,"\DR2879E\cs.tre" 14544581 10,"0R2879E\fgAre" 14544582 11,"\DR2879Ey.tre" 14544583 12,"\DR2879Ey1.tre" 14544584 13,-QR2879EN3.tre" 14544585 14,"\DR2879BkAre" 14544586 15,"\DR2879E\k1.tre" 14544587 16,"\DR2879E\I.tre" 14544588 17,"\DR2879E\11.tre" 14544589 18,"\DR2879E\Tn.tre" 14544590 19,"\DR2879E\m1.Ve" 14544591 20,"\DR2879E\s.tre" 14544592 21,"\DR2879E\s1Are" 14544593 22,'"\DR2879E\s3.tre" 14544594 P10.45161 ,k o STATE OF March 3, 2003 AwARN3WO - Veft design paramsten and READ NOTES ON TMS AND REVERSE SWE BEFORE usE. aiiiiiitl e Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and laoded vettica9y. Applicability of design parameters and proper incorporation of component is responslblilty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addltbnal temporary bracing to Insure dabwty during construction is the responslbUlty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 Quality Standard, DSS-89 Pacing Specification, and HIB-91 iTek® Handling Instatting and Bracing Recommsndatlon ovatlable from Truss date Institute, 683 D'Onohla Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS c2 Q 2. Cut members to bear tightly against each other. Q J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i X Q O joint and embed fully. Avoid knots and wane at joint locations. plates I/8" from outside edge of a y V truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I /4 length(+ 6" from caC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTek° C TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to* trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 019 HYDRO -AIR Job rus Truss Type ty y 14544572 DR2879E A ROOF TRUSS 20 1 Job Reference 'Optional) s e r e n ustires, nc. Inu e age 6-0-12 11-7-0 17-1-4 I 23-2-0II 1-0.0 6412 544 5.6.4 6-0-12 Scale = 1:41.3 4x6 = 4 6.0052 20 \\ 2x4 // 3 5 8 2 1 dtf 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10.13 15-" 23.2-0 7-10.13 7.45 7-10-13 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL - 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1075/0-3-0, 2=1166/0-4-0 Max Horz 2 = 167(load case 4) Max Uplift6=-481(load case 5), 2=-560(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1693, 3-4=-1469, 4-5--1473, 5-6=-1699 BOT CHORD 2-8 =1502, 7-8 =1031, 6-7 -1508 WEBS 3-8--351, 4-8=529, 4-7=536, 5-7=-357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2 Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 6 and 560 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cen. /16634 A&W.UWWG - Veft design parameters and READ NOTES ON TIM AND REVERSE SIDE BEFORE IISE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component Is iesponsbUlty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is, the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. erection and bracing. consuB CST -Ise Quality Standard. OBB-SV Broclrlg Spsctflaation, and HIB-91 Handling Installlna and Bracing Recommendallon available from Truss Plate Institute, 583 D'Ono6b Drive. Madison, WI5371 V. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS ct c3 2. Cut members to bear tightly against each other. 0 a:3. WEBS J5 Place plates on each face of truss at eachQ"'* For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of 0 a o V at joint locations. truss and vertical web. a o 4. Unless laces at Iotherwise noted, locate chord length(* 6" from c. C, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HYDRO -AIR Job rus Truss ype ty y 14544573 DR2879E A11A ROOF TRUSS 1 1 Job Reference to til) sFebr e Industries, nc. onau Feb 27 13:03:57 2003 Page I- 1-0.01 5-9-41 11-0.0 1 12-2-01 17.4.12 23-2-0 1 1.0. 0 5-9-4 5.2-12 1-2-0 52.12 5.9-4 Scale = 1: 45.9 4x6 = 4x8 = 4 5 6.00 12 3x4 i 3x4 3 6 7 2 3x4 = 11 10 9 8 3x4 = 2x4 11 3x4 = 5x8 = 20 11 5.9- 4 11-0.0 12.2-017-4-12 23-2-0 5.94 5. 2-12 1-2-0 5.2-12 5.9-4 Plate OffsetsLOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL - 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CPIORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1071 /0-4-0, 2 = 1 167/0-4-0 Max Horz 2 = 161(load case 4) Max Uplift7=-4740oad case 51, 2=-557(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=34, 2-3=-1919, 3-4=-1341, 4-5--1124, 5-6--1342, 6-7=-1933 BOT CHORD 2- 11 =1624, 10-11 -1624, 9-10 =1124, 8-9 =1638, 7-8 =1638 WEBS 3-11 = 132, 3-10 --579, 4-10 = 336, 5-9 = 340, 6-9 --595, 6-8 - 141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. N451 I i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.k6634 A WARNING - Ver{& desfgn pamnwtem and R&W NOMS ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mftek connector. This design Is based only upon parameters shown, and b toi an individual building component to be Installed and loaded vertloalty. Applicability of design parameter and proper Incopoatlon of component is responslbiUfy of building designer - not huss designer. Itiocing shown It to loteral support of Individual web member only. Additional temporary brocing to Insure stability during construction It the responsibUlly of the erector. Addltlonol permanent bracing of the overoll structure Is the responslb0lfy of the building designer. For general guidance regarding tabrloatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard. OSI.89 tracing Specification, and HIS-91 Handling Installing and Bracing RecommmWatlon ovollable from Puts Plate Institute, 583 D'Onolrlo DrNe, Madison, WI53719. iTek® Symbols PLATE LOCATION AND ORIENTATION 1JA *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of a. truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Boftom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HMRD,A/R Job rus Truss ype ty y 14544574 DR2879E A7A ROOF TRUSS 1 1 Job Reference to tionaQ sFebi e Industries, nc. u Feb 27 13:03:58 200'J—P—ag—e—T— 1-0-0.3.9.4 7.0-0 11-7-0 16-2-0 194-12 23-2-0 1-0-0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3.9.4 Scale = 1:40.8 5x8 = 2x4 11 5x8 = 4 5 6 6.00 1z 2x4 \ 2x4 3 7 A 8 2 1 3x8 = 11 10 9 3x8 = 30 = 7x8 = 3x4 = 7-0.0 11-7-0 16-2-0 23-2-011 7-04) 4-7-0 4-7-0 7.0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.23 10 >999 BCLL - 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 140 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-0-10 oc purlins. 4-6 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS Pb/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0 Max Horz 2 - 1 19(1oad case 4) Max Uplift8=-1132(load case 5), 2=-1211(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=19, 2-3=-4270, 3-4=-4038, 4-5=-4301, 5-6=-4301, 6-7=-4038, 7-8=-4270 BOT CHORD 2-11 =3802, 10-11 =3662, 9-10=3662, 8-9=3802 WEBS 3-11 =-197, 4-11 =853, 4-10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9=-197 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 132 lb uplift at joint 8 and 1211 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 399.41b up at 16-2-0, and 603.21b down and 399.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11=-41.7, 8-9=-20.0 Concentrated Loads (Ib) Vert: 11 =-603.2 9=-603.2 Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.N6634 WARNING - Veft design pammetere and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslWBty, of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Add"lonal temporary bracing to Insure stability during construction is the tesponslbBlty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation ova6able from Truss Plate Institute, 383 D'Onoeb Drive. Madison, Wl53719. M;Tek® Symbols PLATE LOCATION AND ORIENTATION 1'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS cz Q Q WEBS Ac. O cc O a O acea0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MfTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. . WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O PANEL T~ CLIP FORM018,019 NYDRQ,AIRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job rus Truss Type ty y 14544575 DR2879E A9A ROOF TRUSS 1 1 Job Reference (o tional) s e r e n ustrtes, nc. uFebage 4-9.4 9-0-0 14-2-0 1 18-4-12 1 23-2-0 1-0.0 4-9.4 4-2-12 5.2-0 4-2.12 4-9-4 Scale = 1:41.1 4x8 = 4x8 = 4 5 8.00 12 2x4 2x4 i 3 8 b 7 2 yIg 3x4 = 9 8 30 = 3x8 = 5x8 = 9-0-0 14-2-0 23-2-0 9-0-0 5-2-0 9-0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TIJ -0.19 7-8 >999 BCLL - 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1073/0-4-0, 2 = 1 164/0-4-0 Max Horz 2 = 138(load case 4) Max Uplift 7=-454(load case 5), 2=-533(load case 4) FORCES 0b1 - First Load Case Only TOP CHORD 1-2=17, 2-3=-1756, 3-4=-1422, 4-5=-1280, 5-6=-1422, 6-7=-1756 BOT CHORD 2-9 =1553, 8-9 =1280, 7-8 =1553 WEBS 3-9 =-318, 4-9 = 284, 5-9 =-0, 5-8 = 284, 6-8 =-318 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 533 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#45 110 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.A6634 AWARNINO - Veri& design puawnetem and READ NOT1Ss oNTms AND RLVER86 SIDE BAmRE 1/86. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslbil"y of bullaling designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure slablIfty duiing construction Is the responsdbBlty of the erector. Addhional permanent brbctng of the overall structure Is the responsibility of the buliding designer. For general guidance regarding fabrlcatbn, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard. DSI.89 tracing Specification, and HIB-91 Handling Installing and Iroclng Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI $3719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachl other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Qa ' ; joint and embed fully. Avoid knots and wane plates from outside edge of o_ d ' at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices o at I/4 panel length(' 6" from adjacent joint.) caC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 GWYO-NAIL MYDRO,AIR Job I russ Truss Type ty y 14544576 DR2879E AG HOWE 1 1 Job Reference toptional) s Feb 6 2003 Mi I ek Industries, Inc. Thu Feb 27 3:04:00 2003 Page 10 o r S-44 9-10-0 143-12 1 to." , 2Q&0 r I I 1-0-0 S-44 4s12 45.12 S44 ,-0-0 Scale = 1:38.7 axe = 4 2x4 II 2r4 II 6.00 F12 3xa . 3x4 s 3 5 2x4 I I 2x4 11 II 1 27 28 B2n1711111171riLiU25II7Ig 25 2x4 11 10 2x4 11 2x4 11 9 2x4 11 a 2x4 11 283x4 —_ 3x4 — 2x4 11 7x8 = 2x4 I I 2x4 11 i 5.44 9-,0-0 1 143.12 1.9$0 54-4 4•S12 4512 5-4.4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 VertITL) -0.06 9 >999 BCLL " 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 360 Weight: 131 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=893/0-4-0, 6-893/0-4-0 Max Horz 2 = 139(load case 4) Max Uplift 2 = -419(load case 4), 6=-419(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39, 2-27=-1359, 3-27®-1277, 3-4=-932, 4-5--932, 5-28=-1277, 6-28=-1358, 6-7-39 BOT CHORD 2-25 = 1138, 10-25 = 1138, 9-10 = 1138, 8-9 = 1138, 8-26 = 1138, 6-26 = 1 138 WEBS 3-10 = 99, 4-9 = 508, 5-8 = 99, 3-9 = -420, 5-9 = -420 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift at joint 6. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.41b up at 17-8-0, and 15.71b down and 10.41b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 2-25=-20.0, 25-26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated Loads (Ib) Vert: 25=-15.7 26=-15.7 Junaidie Budiman, Lic.H451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.1/6634 A WARNING - VerW design parameters and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and Is tot an IndWuol building component to be Installed and bailed vertk;ally. Applicability of design parameters and proper Incapotatbn of component Is tesponslblitty of building deslgnet - not truss deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duting construction Is the tesponslblllty of the erector. Additional permanent brlscing of the overall sfiucture Is the iesponslbillty of the building designer. Foi general guidance tegaiding lobtkatbn, quality control, storage, delivery, erection and brocing, consull CST-88 Quality Standard, OSS•89 Iractng Specification, and HIS-91 ;Tek® Handling Installing and tracing Recommendation available tiom Plat ete Institute. 583 D'Onofib Drlve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. All T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIIIIII TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 MYDR0,4/R Job russ truss Type ty y 14544577 DR2879E C1 ROOF TRUSS 24 1 Job Reference INtionaI sFebr e Industries, nc. u Feb Z7 13:04:01 2003 Page t-0-0I 5-9-13 ( 11-2-2 1 16-10.0 1-0.0 5-9-13 5-" 57-14 3x4= Scale: 1/4'=1' 5x8 w/wedge 5 N 6.00 F12 20 II 4 5x8 i 3 6 2x4 II 7 5X8 i::: 3.00 12 2 6 1 20 II 3x4 5.9.13 11-2-2 16-10-0 5-9.13 5-4.6 5-7-14 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL _ 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=602(load case 4) Max Uplift5=-5490oad case 4, 2--344(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 =1738, 7-8 = 1732, 6-7 = 0 WEBS 3-8 =110, 3-7 =-749, 4-7 =-397, 5-7 =1346 NOTES 11 Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL- 1.33. 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cen.p6634 A WARNING - Ver(fy design pamnWers and READ NOTES ON TMS AND REVERSE SIDE BLFORE USE. Design valla tot use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and laoded vertically. Appllcabllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure If the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-80 Bracing Spectilcation, and NIB-91 Handling Installlna and Bracing RecommendR atlonavailablefromTrussate Institute, 583 D'Onohla Drive, Madison, WI53719. M;Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. 0 Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i O_ joint and embed fully. Avoid knots and wane plates from outside edge of a V at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chordsplices I14 C, u o at panel length(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/ Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® TM PANEL CLIP FORM018. 019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. job rus lruss I ype ty y 14544578 DR2879E CG HIP 1 1 Job Reference (o tiona1) sFebI e Industries, nc. u Feb 27 13:04:02 2003 Page-1- 1-" , 3-0-0 8515 13.10-1 I 19-4-0 120-" I 1-0-0 3-0-0 5515 5.4-3 55.15 1-0.0 Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCE FLAT TOP CHORD TO ACT AS LATERAL BRACING. TO STANDARD GABLE END DETAIL. x8 — II 20 2X4 5x10 = II II II 20 5x10 = 7x8 20 11 6.00F,2 3 2X4 11 4 I I 5 11 8 3x4 LZI a 2171y i1 3x8 = 12 11 10 9 8 2x4 II 3x8 = 8x14 = 3x4 = 2x4 II 3-1-12 8515 13-10.1 19.2-4I11 3-1-12 5-4-3 5-4-3 5-4-3 1-1-12 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.21 11 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.29 11 >820 BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 172 Ib LUMBER BRACING TOP CIJORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-10-11 oc purfins, except end verticals. Except: 3-4 2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 3-11 2 X 4 SYP No.2D, 4-10 2 X 4 SYP No.2D 6-10 2 X 4 SYP No.2D REACTIONS (lb/size) 2=1156/0-8-0, 8 =1035/0-3-0 Max Harz 2 = 120(load case 4) Max Uplift 2 = -536fload case 3), 8=-531(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3=-1966, 3-4=-3572, 4-5=-3188, 5-6=-3188, 6-7=-734, 7-8=-1025 BOT CHORD 2-12=1734, 11-12=1750, 10-11 =3572, 9-10=605, 8-9=0 WEBS 3-12=157, 6-9=-598, 4-11 =-356, 5-10=-454, 3-11 =1882, 4-10=-397, 6-10=2668, 7-9=956 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 531 lb uplift at joint 8. 51 Girder carries hip end with 3-0-0 end setback 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 23.51b down and 15.61b up at 19-4-0, and 70.51b down and 46.71b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-3=-74.0, 3-6=-80.2, 6-7=-74.0, 2-12=-20.0, 9-12=-21.7, 8-9=-20.0 Concentrated Loads (lb) Vert: 12=-70.5 9=-23.5 Junaidie Budiman, Lic. #45 11 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARMCI - V.,W deetyn pasametem and READ NOTES ON TWS AND REVERSE SIDE BE/ORE USE. Design valid lot use only with Mffek connectors. fhb design Is based only upon parameters shown, and Is for on individual bu0ding component to be Installed and boded veitbotty. Applicability of design parameters and proper Incorporation of component Is tesponslbWty of building designer - not truss designer. Bracing shown Is tot lateral support of lndivlduai web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication. quatlty control, storage, delivery, election and bracing, consull OST-88 Quality Standard, DSO.89 Bracing Spectilcatbn, and HIB-91 Handling Installlnq and Bracing Recommendation avallabb from Truss Plate Institute, 683 D'Onofrb Drive, Madison. WI53719. Ii;Tek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 8 0 o= 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR Job rus Truss I ype ty y 14544579 DR2879E CG2 ROOF TRUSS 1 1 Job Reference (optional) s Feb 6 2003 MiTekIndustries, Inc. Thu Feb 27 13:04:02 2003 Page—T-- 5-9-13 11-2-2 16-10-0 1-" 5-9-13 5.4.8 5.7-14 Sx6 3x4= Scale: 1/4"=1' 5 TawAvedge 20 11 I 6.00 , 2 2x4 11 2x4 11 2x4 11 4 2x4 I I II 5x6 i II 20 II 3 6 II 20 II 2x4 II 2x4 II 2x4 II 2x4 II 7 a aB 3.00 ,2 2 2x4 11 6 1 2xa II 20 11 30 5.9.13 11-2-2 16-10.0 5.9-13 5-4-6 5.7-14 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 >999 BCLL - 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=769/0-4-0, 2=872/0-8-0 Max Horz 2=6020oad case 4) Max Uplift 5=-549(load case 4, 2=-344(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2-15, 2-3--1925, 3-4--1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 =1738, 7-8 =1732, 6-7 = 0 WEBS 3-8 - 110, 3-7 =-749, 4-7 =-397, 5-7 = 1346 NOTES I Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL-1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - Vor{ fjf design pruarewtem and R&W NOTES ONTMS AND REVERSE SWE BEYORE USE. Design valid tot use only with MITek connectors. this design Is based onty upon parameters shown, and Is tot on IndMdual building component to be Installed and loaded vertically. App(lcobgty of desJgn parameters and proper Incotpototbn of component b responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure slablilty during construction b the responsibility of the erector. Additional permanent bracing of the overall structure Is the tesponslbplty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing. consult OST-a8 Quality Standard, DSB-69 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendalla63 navailablefromTrussPlateInstitute, 5D'Onoela Drive, Madison, WI 53719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of a truss and vertical web. a 4. Unless lacesIotherwise noted, locate chordsP14 oatpanellength(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MRek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Uip MiTeko FORM01 B4O19 O HMRO- AIR WM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y 14544580 DR2879E CGAB ROOF TRUSS 1 1 Job Reference (optional) s Feb 63 20U3 MiTekindustries, nc. I nu Feb 2 7 113:04:03 2003 Page 5-10-8 1 11-2-8 I 16.100 1 1-0.0 6-10-8 5.4-0 5.7-8 2x4 11 Scale = 1:53.8 11 2x4 II 10 20 11 9 8.00 F12 20 11 8 2x4 II 7 2x4 11 6 2x4 II 5 5x8 i 4 3 2 1 3x4 = 20 19 18 17 16 15 14 13 12 2x4 11 2x4 11 2x4 11 2x4 11 2x4 1130 = 2x4 It 2x4 11 2x4 II 8-6-8 16.10.0 84-8 83-8 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFLin Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 VertILL) n/a - n/a M1120 249/190 TCDL - 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 20 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 12=89/16-10-0, 2=210/16-10-0, 13 = 187/16-10-0, 14 = 183/16-10-0, 16 = 183/16-10-0, 17 - 188/16-10-0, 18=191/16-10-0, 19 = 173/16-10-0, 20 - 242/16-10-0 Max Horz 2 = 59711oad case 4) Max Uplift 12=-5811oad case 4, 13=-124(load case 4), 14 = -1 39(1oad case 4), 16=-134(load case 4), 17=-131(load case 4), 18 1 3411oad case 4, 19=- 126(load case 4), 20=-165(load case 4) FORCES IV - First Load Case Only TOP CHORD 1-2=33, 2-3=37, 3-4=-39, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8-9=32, 9-10=24, 10-11 =-9, 10-12=-75 BOT CHORD 2-20=6, 19-20=-2, 18-19=-2, 17-18=-2, 16-17=-2, 15-16=-2, 14-15=1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-16=-148, 6-17=-148, 5-18=-150, 4-19=-140, 3-20=-184 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12, 124 lb uplift at joint 13, 139 lb uplift at joint 14, 134 lb uplift at joint 16, 131 lb uplift at joint 17, 134 lb uplift at joint 18, 126 lb uplift at joint 19 and 165 lb uplift at joint 20. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 AWARNING - Ver(/jf design parernetem and R1SAD MOTES ON Tffi8 AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. this design If based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplIcabPofy of design parameters and proper Incorporation of component Is responslblUty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web membets only. Additional temporary btoctng to Insure stability during construction It the responslbOlty of the erectot. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regatding fabrloation, quality conttoL storage, delivery, etection and bracing, consult OST-88 Quality Standard, 01111-69 Bracing Specification, and HIB-91 m HandlingInstallingandBracingRecomersdatlonavaUabb from Truss Rate Institute, 583 D'Onofrlo Drive. Madison, WI53719. M;Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. 0 WEBS J5 tr 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a at joint locations. truss and vertical web. a o 4UlP ness otherwisenoted, locate chord I/4at panellength(* 6" from adjacent joint.) cu C, u BOTTOM CHORDS This symbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MfTek/Gang- Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING othersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings ( supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitlek Holdings, Inc. CLIP FORM018. 019 NMRO,AIR0 Job rus truss ype ty y 14544581 DR2879E CS ROOF TRUSS 1 1 Job Reference toptional) s Feb 5 2003 MiTekIndustries, Inc. Thu Feb 27 1 j:u4:u4 200:3 Pag—e 1 -1-0.0 { 5-9.11 11-2.0 1 14-8-0 1-0-0 5-9-11 5.4-5 38-0 4x8 11 Scale = 1:34.8 4 WO 5 6.00 F12 2x4 3 I I N 2x4 7 3x4 2 2x4 IIit3.00 F12 8 3x4 2x4 ZZ 7-4-15 14a0 7.4-15 731 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.08 2-7 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS' 2 X 4 SYP No.3 REACTIONS (lb/size) 2=775/0-8-0, 8=662/0-3-8 Max Horz 2=340(load case 4) Max Uplift 2 = -383(load case 4), 8=-328(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-1736, 3-4=-1376, 4-5 = 76 BOT CHORD 2-7 =1509, 6-7 = 619 WEBS 3-7--357, 4-7=807, 6-8=-662, 5-6=-78, 4-6=-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 328 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. /l6634 A WARNNO - V r(fy design yanzinstem and READ NOTES ON THIS AND REVERSE &WE BEMR9 USE. Design valid for use only with MITek connectors. This design is based only upon parameter shown, and is for an Individual buliding component to be Instoned and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslbWty of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure dobltlty during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responslbillty of the building designer. for general guidance regarding fabrication, qucUly control, storage, delivery, erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation avaBabb from Truss Plate Institute, 393 D'Onoeio Drive, Madison, WI53719. M;Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of o d s' at joint locations. truss andd vertical web. a 4. Unless otherwise noted, locate chords licesP o at 114 panel length(+ 6" from adjacent joint.) ca C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, Jilerection PANEL T~ and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 G- L ® HMR0-A/R® b Job rus Truss ype ty HUHTU 2879 F ELEV. DR2879E FG ROOF TRUSS 1 2 14544582 Job Reference to tional) SFebI e n ustrles, ic. U e age 3.9.7 7-3.8 10-9-5 12." ( 16-5-7 205-0 r ( I + 3.9.7 3515 3515 2-0.1 381 3-11.9 Scale = 1:34.3 20 II 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = 4x8 = 1 2 3 4 5 8 7 171 IN 13 12 9 3x8 = 3x4 = 3x10 = 7x8 = 5x8 = 3x4 = 2x4 II 3.9-7 73.8 to-" 1W 12-9-0 12-0.8 18-57 20.5-0 3.9-7 3-515 3510 0-0.5 1-11-11 0-0-6 3$1 3-11-9 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 VertILL1 -0.04 13 >999 M1120 249/190 TCDL _ 7.0 Lumber Increase 1.33 BC 0.37 Ven(TlJ -0.07 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 271 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 "Except" 3-13 2 X 4 SYP No.2D, 4-12 2 X 4 SYP No.213 REACTIONS (lb/size) 14 = 4939/0-3-0, 8 = 3357/0-3-0, 10 = 4402/0-3-0, 11 =8072/0-4-1 (input: 0-3-0) Max Uplift 14=-17641load case 2, 8=-1200(load case 2, 10=-1567(load case 2), 11 =-2889(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1842, 1-2=0, 2-3=-4244, 3-4=-3417, 4-5-2213, 5-6-1445, 6-7=-2017, 7-8=-3319 BOT CHORD 13-14=4244, 12-13=3417, 11-12=-2213, 10-11 =-1445, 9-10-2017, 8-9=-0 WEBS 2- 14=-5233, 2-13--550, 3-13-1035, 3-12--4159, 4-12-7041, 4-11=-7013, 5-11 =-1264, 5-10--1869, 6-10=- 4257, 6-9=-1313, 7-9=2448 NOTES 1) 2- ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-6-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint 8, 1567 lb uplift at joint 10 and 2889 lb uplift at joint 11. LOAD CASE( S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads ( plf) Vert: 1- 7=-1012.0, 8-14--20.0 Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.N6634 A WAJLMNO - Ver{ jy drsfyn paramrtem and READ MOTES ON-1-1 A11TD RE VERSE SWZBEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and boded verlba0y. Appilcob®ty of design parameters and proper Incorporation of component Is iesponsibiity of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. AddBionai permanent bracing of the overall structure Is the iesponsiblity of the building designer. For general guidance regarding fabrication, quality control, storage, deftveiy, etectbn and bracing, consull OST-„ Quality Standard, 0SB-89 Bracing Spectfioatlon, and HIB-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 663 D'Onofrb Drive, Madison, WI53719. iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ C 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTeke N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane of at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019,019 HMR0,4/R Ili= Job rus Truss I ype ty y 14544583 DR2879E J ROOF TRUSS 6 1 Job Reference to tiona1) s e I e n ustnes, nc. u Feb 27 13:04:05 2003 Page i - 1-0.0 1 0-0 7-0-0 3 Scale = 1:20.5 6.00 F,2 2 4 2x4 = 7-0.0 7-0-0 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2 = 418/0-4-0, 4 = 68/Mechanical Max Horz 2 - 248(load case 5) Max Uplift3 = -260(load case 5), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.116634 t&WARNINO - VrrrW design parameters and READ NOTEB ON 77US AND REVERSE SWE BEI/ORE USE. 0 Design valld lot use only with MITek connectors. This design is based only upon parameters shown, and is tot an IndMdual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is tesponslbillty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbltlty of the erector. Additional permanent bi>ictng of the overall structure is the responslbBlty of the building designer. For general guidance tegotding fabrication, quality control, storage, delivery, erection and bracing, consufi OST-E6 Quality Standard, DSB-BV Bracing Specification, and HIB-ol Handling Installlna and Bracing Recommendation available from Truss Pftb lateInstitute, 563 D'OnoDrive. Madison, WI5371 V. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS c2 c3 2, Cut members to bear tightly against each other. o Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O joint and embed fully. Avoid knots and wane at joint locations. plates from outside edge of a y truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from caC? C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/ Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko O TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HMR0,4/R® Job rus Truss Type ty y 14544584 DR2879E J1 ROOF TRUSS 8 1 Job Reference (o tionaq s e r e n ustrtes, it u Feb 27 13:04:06 2003 Pagel 2X4 11 t-0-0 180 Scale = 1:7.0 s.00 52 2 t 4 2X4 I I 1$0 180 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a BCDL - 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS ' 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=143/0-4-0, 4=62/Mechanical Max Horz 2=84(load case 4) Max Uplift 2 = -90(load case 4), 4=-46(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=0 BOT CHORD 2-4=0 WEBS 3-4--49 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. i16634 AWARNINO - Verj& design pasamsters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid tot use only wlth MRek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded vertically. Appllcobplty of design parameters and ptopet Incorposatbn of component Is tesponslbBlty of building designer • not truss designer. Btocing shown is tot lateral support of Individual web membets only. Additional tempotory bracing to Insure atoblSty duting construction Is the responslblllly of the erector. Addltbnat permanent bracing of the overall structure Is the tesponslbStty of the bugding designer. For general guidance regarding fobrlcatlon, quality control storage, deltvety, erection and btocing, consult OST-88 Oualtly Standard, DSB-SP Bracing Specification. and HIS-91 Handling Installlna and Bracing Recommendation ovallable trom Truss Plate Institute, 6a3 D'Onohb Delve. Modbon, WI53719. M;Tek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. e„ 0 0 For 4 x 2 orientation, locate M plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 HYDRO -MR, O Job rus Truss I ype ty y 14544585 DR2879E J3 ROOF TRUSS 9 1 Job Reference to tional) optional) s e I e n ustries, 1 nu e age 1.0-0 3-0-0 Scale = 1:10.3 6.00 12 2 1 4 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Herz 2 = 1 13(1oad case 5) Max Uplift3=-105(1oad case 5), 2=-119(1oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k451 10 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cen.#6634 A WARNINO - VerM design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design b based only upon parameters shown, and Is lot an individual building component to be installed and boded vertically. AppBcobOty of design parameters and propel Incotpototbn of component Is tesponslblSfy of building designer - not truss deslgnet. Bracing shown is for lateral support of individual web members only. Additional tempotory biocing to insure stability during construction Is the tesponsibllily of the erector. Additional permanent bractrsg of the overall structure is the responsibblty of the building deslgnet. For general guidance tegaiding fobtbatbn, quality control, storage, delivery, etectbn and btocing, consuB OST-e8 Oua1By Standard, DSB-89 tracing Specification, and HIS-91 Handling Installing and Bracing Recommendationovabfro m omTruss Plate Institute, 5W D'Onoeb Drive, Madison, WI53719. iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2 other. WEBc3oS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; ; Q joint and embed fully. Avoid knots and wane from outside edge of o a s' u at joint locations. truss atrussandd vertical web. a 4. Unless otherwise noted, locate chordsplices o at /4 panel length(+ 6" from adjacent joint.) uC, cb BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 NMRO,AIR,@ ROOF TRUSS 13 I 1 I Job Reference 14544586 2x4 = sao Scale: 314•=1' LOADING (psf) SPACING - 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 VertITL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL ' 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP N0.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical Max Horz 2= 180(load case 5) Max Uplift3=-183(1oad case 5), 2=-125(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dri vi Suite 300 Chesterfield, MO, 63017 Cert.J/6634 AWARNING - Ver(& design pasamsfters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with Mfiek connectors. This design b based only upon parameters shown, and b for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility, of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent braclig of the overall structure b the responslbmty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, WI5371V. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ye" 0 Q 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA rCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N. 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FOR M016.01 V MYORMA/R 0 ilk E K1 ROOF TRUSS 14544587 2x4 = s Scale = 1:15.7 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 16lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =224/0-4-0, 2 = 177/Mechanical, 3 = 48/Mechanical Max Horz 1 = 169(load case 5) Max Uplift =-73(load case 5), 2=-185(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 1 and 185 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr 1 Suite 300 Chesterfield, MO, 63017 Cert.p66 4 AWARNING - VerW design parameters and READ NOTES ON IRIS AND RE VERSE SIDE BEFORE [USE. Iwoo Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for an IndMdual bulldtng component to be installed and loaded verllaolly. AppllcobWty of design parameters and proper Incorporation of component It responsibShy, of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condructlan k the responslblllty of the erector. Additional permanent bracing of the overall structure Is the responslbIlty of the buDdhg designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB OST-88 Quality Standard, OSI.89 Bracing Specification, and HIB-91 iTek® Handllno Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Lr 0 For 4 x 2 orientation, locate X plates/e" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA rCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® FORM019,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. job russ Truss Type ty y 14544588 0R2879E L ROOF TRUSS 3 1 Job Reference (o tiona1) SFebI e Industries, Ric. U Fenage 1-0-0 3-0.0 1-0-0 3-0-0 Scale = 1:10.3 6.00 12 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 82/Mechanical, 2 = 24210-4-0, 4 = 28/Mechanical Max Horz 2 = 1 13(load case 5) Max Uplift3=-105(load case 5), 2=-119(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL =4.2psf; BCDL - 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 Ile uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.1/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.A6634 A {YARNING - Ver{ fy design parunwis s and Rt.AD NOTES ON THIS AND REVERSE BIDE BEFORE USE. Design valid lot use only with Mfiek connectors. this design Is based only upon potameten shown, and Is lot an Individual building component to be Installed and boded vettbally. Applicability of design potameten and ptopei Ineotpoiatbn of component Is iesponslblSty of building deslgnet - not hues designer. Btacing shown Is lot lotetal support of Individual web members only. Additional temporary btacing to Insure stability duting conshuctbn Is the tesponslblllty of the etectot. Additional petmonent bracing of the overall shuctute Is the responslbWty of the building designer. Fat general guidance tegaiding tobtbatbn, quality conftol, storage, delivery. erection and bracing. consu" CST-66 Quality Standard, 038-69 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 O'Onohb 0dve, Madison, WI53719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS c: c 2, Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a O joint and embed fully. Avoid knots and wane at joint locations. plates/e" from outside edge of a V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(' 6" fromuC, c6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko U MW TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMRO,A/R 1 4I Job rus Truss I ype ty y 14544589 R2879E L1 ROOF TRUSS 1 1 Job Reference to tionat) s e I e n ustnes, nc. u Feb 2 7 13:04:09 2003 Page 3-0-0 3-0.0 Scale = 1:10.3 6.00 12 1 3 3-0-0 i 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ilb/size) 1 =130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max Harz 1 = 102(1oad case 5) Max Uplift 1=-40(load case 5), 2=-110(load case 5 FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(8) Standard Junaidie Budiman, Lic.#45 110 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNIATO - Verj& design pammstem and R&W NOTES ON 1WS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual buOdIng component to be Installed and boded vertically. AppilcobRty, of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the tesponslblUty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, etectbn and bracing, consull OST-8a Ouallly Standard, DSI-BC tracing Specftatlon, and NIB-91 Handling Installing and tracing Recommendatlon avatbabfrom Ttuss Note Institute, 5a3 D'Onotrb Drive, Madison, WI53719. iTek® Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Ye 0 Q O For 4 x 2 orientation, locate plates 1 /e" from outside edge of CL truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4ee" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FORM016,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14544590 R2879E M ROOF TRUSS 11 1 Job Reference (optional) s Feb H3 2003 M i I ek Industries, Inc. u e age 3 1-0-0 1-0-0 1-0.0 1-0-0 Scale = 1:5.9 6.00 F1 z z a 1-" D a = t-D-o LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) We n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 =-1 1 /Mechanical, 2 = 173/0-4-0, 4 =10/Mechanical Max Horz 2=60(Ioad case 4) Max Uplift3 = -27(load case 5), 2=-127(load case 4) Max Grav 3 = 26(load case 4), 2 = 173(load case 1), 4 = 100oad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. /16634 A WARNING - VerW design pasarrsstem and READ NOTES ONTHIB AND RZYMM SIDE BZMK9 LIM. Design valid lot use only with Mfiek connectors. This design Is based only upon parameters shown, and Is fa an individual building component to be Installed and loaded vertkolty. Applicability of design parameters and proper tncorpaatbn of component Is tesponsR lOty of buliding designer - not truss designet. Bracing shown Is lot lateral support of Individual web membets only. Additional temporary bracing to Insure stability during conshuctbn Is the tesponslbUlly of the erectot. Additional permanent brbcing of the overall structure Is the tesponsiblilty of the building designet. For genetal guidance tegardlrp fabrlcatbn, quality control, stotage, detvery, etectlon and btactng, consufi OST-88 Quality Standard. DSB-89 Bracing Specification, and HIS-91 Handling Irutalling and Bracing Recommendation available from Truss Plate Institute, 583 D'Ononb Dtive, Madison, WI 53719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: c other. o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of L) O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords IlcesP at I14 length(" 6" fromC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA iCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217.9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 16. Care should be exercised In handling, TMIgo PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 NMRO-AIR® i. .t i 79E I M1 I ROOF TRUSS 14544591 t-0-o 2x4 = _ Scale LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 31 Plates Increase 1.33 TIC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL - 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=36(load case 5) Max Uplift =-13(load case 5), 2=-38(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2-14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr, i Suite 300 Chesterfield, MO, 63017 Cert. /16634 AWARNING - Ver(& design patarneters and READ NOTES ON Tffi8 AND REVERSE SIDE BE"RE USE. Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and Is tot an IrWMdual building component to be Installed and boded vertically. Applicability of design parameters and proper Inc 1paatbn of component b responslblilly of building designer - not truss deslgnet. Bracing shown Is for Metal support of Individual web membets only. Additional temporary braclno to Insure stability during condructbn b the tesponslbltity of the erector. Additional permanent btactng of the ovetall structure Is the tesponslbmty of the building designer. For general guidance tegotding fabrication, quatlty control, storage, delivery, eiectbn and bracing, consult OST-88 Quality Standard, DSI.89 Bracing Specification, and HIS-91 iTek® Handling Instailing and Bracing Recommendation ovaBbabfrom Trust Plate Institute, 5ab 3 D'Ono6Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q For 4 x 2 orientation, locate O plates 1 /e" from outside edge of aotrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HYDRO -AIR Truss ROOF TRUSS I CityI Ply I DR HORTON 2879 "E" ELEV. 14544592 Industries, Inc. Mon Mar 0311 1SO 5-2S 9-10-13 W= 5-25 9-10-13 LOADING(psf) SPACING 2-M CSI DEFL in loc) Udeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 MII20 249/190 TCDL - 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udeft = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=31I/Mechanical, 2=523/0S-11. 5=429/Mechanical Max Horz2=312(load case 2) Max Uplift4=-308(load case 5), 2=-235(load case 2), 5=-163(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 23=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B: partially;MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2 and 163 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (pllf) Vert: 2-4.4-to-4=-183.1, 2=0.0-toy=-49.5 Irm" Junaidie Budiman, Lic.1/451 MiTek Industies, Inc. 14515 North Outer Forty D Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - Veft design parameters and READ NOTES ON TititlS AND RE VERSE SIDE BEFORE USE. Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and looded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary biocing to Insure stability during construction Is the responsibility of the erector. Additional permanent bractng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-firs Quality Standard, DSO.59 Bracing Specification, and HIS-91 iTek® Handling Installlrw and Bracing Recommendaflonovallabb from Truss Plate Institute, 683 D'Onohb Drive. Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. f- 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MlTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI O AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 ffMRO,A/R O a Job rus Truss Type ty y 14544593 R2879E S1 ROOF TRUSS 2 1 Job Reference (o tiona1) s e t o n ustrtes, nc. u Feb 27 13:04:11 2003 Pag-e-1- 2X4 11 r -150 2-1-7 3 i 1-5-0 2.1-7 Scale = 1:6.9 4.24 FI2 2 4 2x4 11 2-1-7 217 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 VertILL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 n/a BCDL - 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=134/0-5-11, 4=43/Mechanical Max Horz 2 = 50(load case 2) Max Uplift2 = -99(load case 2), 4=-22(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=3 BOT CHORD 2-4=0 WEBS 3-4=-34 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 2 and 22 lb uplift at joint 4. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-2 = -74.0 Trapezoidal Loads (plf) Vert: 2=-1.2-to-3=-52.3, 2=-0.0-to-4=-14.1 Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. /16634 WARNINO - Verft design parameters and READ NOTES ON 7WS AND REVERSE SIDE BZ"RE USE. rest• Design valid tot use only with MITek connectors. This design b based only upon parameters shown, and b for on Individual building component to be Installed and boded vertically. AppticobWy of design parameters and proper Incorporation of component is iesponspamy of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsiblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-6E Quality Standard, 01111-69 Bracing Specification, and HIB-91 Handling Installlna and Broclng Recommendation ovaBbabfrom Truss Plate Institute, 563 D'Onofrb Drive. Madison, WI53719. M;Tek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecureyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachu23- other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; ; a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a U _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1 /4 panel length(* 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice IS to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, fil® PANEL TM erection and installation of trusses. 1993 Mitak Holdings, Inc. CLIP FORM016,019 oMNo-hUUL ® ffMRO,AfR job I russ Truss Type ty y 9 E FLEV. 14544594 R2879E S3 ROOF TRUSS 2 1 Job Reference (o tional) sFebr e c. uIndustries, nFeb 27 13:04:12 2003 Page 1- 6-0 4-2-15 15- 0 4-2-15 to = 1:10.2 4. 24 12 2 1 4 4- 2-15 4- 2-15 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 > 366 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL - 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 79/Mechanical, 2=224/0-5-11, 4 = 28/Mechanical Max Horz 2=65(load case 3) Max Uplift3=-88(load case 5), 2=-1241load case 2) FORCES ( lb) - First Load Case Only TOP CHORD 1-2-35, 2-3=-30 BOT CHORD 2-4-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 = -74.0 Trapezoidal Loads (plf) Vert: 2=-4.4-to-3=-78.5, 2-0.0-to-4=-21.2 Juriaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. A6634 WARMING - VerW design parameters and READ NOTES ON THIS AND REVERSE SDM BEIORE USE. Design valid lot use only with Mfiek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and boded vedicaly. Applicability of design parameters and proper incorporation of component is iesponslblllty of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responslbBlty of the erector. Additional permanent bt1scing of the overall structure is the responslbillty of the building designer. For general guidance regarding fabrication, quality cannot stotage, delivery, erection and bracing, consufi CST-815 Quality Standard, 058.89 Bracing specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Rate Institute. 5a3 D'Onofrb Drive, Madison, WI83719. iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertyseat. J2 J3 J4 owner and all other interested parties.. securely TOP CHORDS 2. Cut members to bear tightly against eachc2a other. JS Q WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; Q joint and embed fully, Avoid knots and wane plates from outside edge of Q O y V at joint locations. truss and vertical web. d 0 a o 4. Unless otherwise noted, locate chardsplices at I14 length(+ 6" from ceC, 06 panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 019 NMRO,AIR w+- r vmm O I O I cy) Fri Tr: ALL BEARING WALLS TO BE PLACED i PRIOR TO SETTING TRUSSES.. I— HUS26 B.. C TI ('E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS lc;. _. HGUS26-2 1ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI— — — — — —WALLS SHOWN ARE TO —BE BEARING SPC.HGR SIGNED APPROVAL: X 2- - JOB NUMBER: DR2879E DATE: 6--2$-. 407-321-1440 CU SPAN CUSTOMER: DR HORTON PITCH: LOAD: SHINGLES BY: T.H JOB NAME: 2879 "E" ELEV. /H• 12 BRG: BLOCK TRIM IT FLOOR SYSTEM wa rllri(=; ALL BEARING WALLS TO BE PLACED - — - IL 1 PLY HCR. Ir1CTI0E - REVIEW- ALL SPAN DIMENSIONS- -BRG. WALLSPRIORTOSETTINGTRUSSES.. I. IId. d 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSWALLSSHOWNARETOBEBEARING.. - - _1 3 PLY HGR, SIGNED APPROVAL: X JOB NUMBER: DR2879 DATE: CCU SPAN CUSTOMER: D.R. HORTON 407-321-1440 BY: T.H JOB NAME: 2879 ELEV.